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PE-1359-79cj - - ADAMS, BENTHIN & CLARK C. West 1803 Maxwell SPOKANE, WASHINGTON 99201 Phone 328.5853 TO / t i r . Gav m , Net s o i Co L "'ST. 7TAk \o MT/ ) Subject / p t_t \-0 al4 /-0± R NO- R7:10* Date LOI LETTER ar ro C-Ok C LA Ct are_ s'ef ) bvLS. e gasiiiss A c,...na, c4 Al-T5 o-F / 7 0 LA ki40 1,v 'Please reply, E No reply necessary • SIGNED •10LAr rovej r-iv4 ovi c5F drntina A- E •_9 0 //‘ o rA ot r-e_ yx)e cAAs () r0 VC" CAS 50 0 0L, OS it csmima 5 4S 0 14 Cc:t g) re) cezd fr. k Co F 7JAneogi, Form 327 -C.R. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date /0 - Inter - office Communication To re2-n Y // - From Jcrr y S_ Subject / / �eS /Y6r1n //� cP Prk gn 5 a re Set I. pl ers c j ns>p cc 7 `, szoR U< ,1911:1) Richard S. Adams, P.E. Robert S. Adams, L.S. James F. Benthin, L.S. Daniel B. Clark, L.S. Randall D. Raines, P.E. Founded 1946 C Factor: Land Use ADAMS, BENTHIN & CLARK, INC. asin Designation • Project Res N o • PepL f Calc. � R- Date o Check Date Soil Group Ga, yrison(g� Area A Q,O57acres Slope 2 2_P/ / 0 / EAv Time of Concentration: Overland Flow Type of Surface as a 14 - Elevation Difference 2 ft. Length of Trove! W IC ft. Time of Concentration min. Channel Flow Type of Channel Length of Travel Assumed Velocity Time of Concentration Total Time of Concentration Rainfall Intensity: Storm Design Period (yrs.) 10 50 100 Peak Discharge: Storm Design Period (yrs.) 10 50 100 Civil Engineering - Land Surveying - Land Planning W. 1803 Maxwell Ave. • Spokane, WA 99201 • (509) 328 -5853 RUNOFF CALCULATION - RATIONAL METHOD Present Condition ❑ Future Condition "a C Product 9d 330 Weighted C: Intensity i (in./hr.) 3 -1? O = C;A (cfs) o_16 4R ft. ft. /sec. min. min. nits c-ac., Richard S. Adams, P.E. Robert S. Adams, LS. James F. Benthln, L.S. Daniel B. Clark, L.S. Randall D. Raines, P.E. Founded 1946 B asin Designation B Project avec- M Pe cot, Pe. D ate 7 /10/� Check /. Date Soil Group (stafri (ljArea A O, I0acres Slope 2„$g o/ C Factor: ADAMS, BENTHIN & CLARK, INC. Civil Engineering - Land Surveying - Land Planning W. 1803 Maxwell Ave. • Spokane, WA 99201 • (509) 328 -5853 RUNOFF CALCULATION - RATIONAL METHOD Present Condition ❑ Land Use °o C d /00 . O. q0 Time of Concentration: Overland Flow Type of Surfoce Elevation Difference Length of Travel Time of Concentration Channel Flow Type of Channel Length of Trovel Assumed Velocity Time of Concentration Total Time of Concentration Rainfall Intensity: Storm Design 10 50 100 Peak Discharge: Storm Design Period (yrs.) 10 50 100 Weighted C: Period (yrs.) Intensity i (in./kr. ) 0 =CIA is) Future Condition Product &7 ft. ft. min. ft. ft. /sec. min. min. "',81)-- BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON.. PE- 1359 -79 ) IN THE (MATTER Of FILING THE FINAL ) PLAT OF PINES NORTH OFFICE PARK ) LOCATED I N SECTION 1 0 , TOWNSHIP 2 5 N , ) R E S O L U T I O N RANGE 44 E.W.M., SPOKANE COUNTY, ) .WASHINGTON ) BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of PINES NORTH OFFICE PARK A Portion of the NW 1/4 of the NW 1/4 of Section 10, Township 25N, Range 44 E.W.M., Spokane County, Washington. more precisely described in the plat dedication, on the recommendation of the Spokane County Hearing Examiner Committee, be, and the same hereby is approved, with the exception that the public rights of way dedicated in this plat will not be established for maintenance purposes until the County Engineer has certified that the roads have been improved to County standards and approved by a separate resolution of the Board of County Commissioners. PASSED BY THE BOARD THIS DAY OF ATTEST: VERNON W. OHLAND Cler of Board By: JUL 14 )980 BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON JERRY C. KOrET, CHMN. HARRY M. LARNED 19 5P0nA E COUI T! COURT (OUSE Murphy Bros. Attention: Term. Annex Spokane, Wa. Dear Dick; Thomas E. Construction TEK:gg e, P.E. Engineer Construction Dick Trimborn 2685 99220 • s O FFICE OF If you have any questions please contact this office at 456 -3600. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER SrUHaA7: ,WssfzNOTON 99260 October 15, 1980 RE: Pines North Office Park #1359 Construction at the above mentioned project has been inspected and completed as per the approved plans 1i Contractor Personnel Classification Number 4 - 5 - - 6 Diary Section Comments:4, „ . 0 i gri c , t . 1 'Coo tnicke tin-i/t4 ^C /ekil i h -rid>: 1 , )41.fr .. h (1,4,9,64$ . - ; OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 mit4*. 1041' -.1 Date 9-24 -WO • Inspector if/A,h Weather Time Charged Contrator this Day -1/2 or 1 Other County Personnel 1 2 3 4 5 6 Equipment Li st • a te l i za---• DflEtTION=REPORT Piinch as* Ryes 49R1 Offick: pnek Project Name Project No. CRP/RID Report No. Contractor and/or Sub(s) Hrs. Used Standby Ae Re "vs q rrifri 4 644,-4 ac' /441 R.414 ,$ h (DA Va. Cal 1- 4 1 6,4 INSPECTOR 'S SIGNATURE elf2t„ ST 4 : 1 : ty Al2-Vic;c:24 -2) fr-k .' 1 41‘ tat-. I B Ci■AnC■Al1 on) e - ( S CA-4301 (.1 ) clewalKt le C OA s'‘ C,-To r•J 7 _2 > 4;9 ;•••%'•: - L r em, ore, vi rke K"rewto 1'3 / sec - 60N/ cc ( cc .„ 1.6 ,.: c:Li c H. / 0 cc, \,, /-4 c b. ,, cc c,`,1 ( I I I (A LA Oi Ck.3. 7 \Co o cifio - rc &ace vi Cc-odadrop -NocK OUT CU AN ■,\ P)-1w11> TO ciDiEwAIA4. -4 rcrLzcc te:..k-■Drqs Cc: ;1SG- ?60Co Grit° ADAMS, BENTHIN & r RK, INC. W. 1803 Mazy, _ SPOKANE, WASHINGTON 99201 Phone 328-5853 JOB en, ve,..40-mce pnrk ' SHEET NO OF /0 CALCULATED BY P. IE? APS DATE .1/417r) CHECKED BY DATE SCALE S OrICX W. t.:77.esel* eno _ cfs) ; 10 y r f. .13.7 2 9 3 Flit4;:e em-er(crs) iCi SO-r. 3 7 /2 '5" 7. Z. 1.7 i� .... ? mo.Estf. 11‘0745 i I 13 c okNee. • I • I , • . I fi'vt n Off 1 i ! Cot iCt4 icttions; or, , 10 .yr. e$ ic I. n 37.7 "aryl,. i _I 1:4To ._ eacin :. tgx.i.r.:1_ •I .- file. . F/4e . isl.... iGe, rris-bA 1 ...L . I / 0-0.1.7-C 0 HATT o n it" - Q. - ft, . • I >- 7.2 Richard S. Adams, P.E. Robert S. Adams, L.S. James F. Benthln, LS. Daniel B. Clark, L.S. Founded 1946 Runoff Depth: Total Storm Rainfall ADAMS, BENTHIN & CLARK, INC. Professional Civil Engineers & Land Surveyors W. 1803 Maxwell Ave. • Spokane, WA 99201 • (509) 328 -5853 RUNOFF CALCULATION - S.C.S. METHOD Basin Designation Onc i Project R,nesM,0 'icelgrk Calc. 1P Pa;nes - Date . +/.4/5-0 Check Date Soil Groups - 6//6 rnsoh(g) Area /72 acres Slope (.7 Curve Numbers: / Present Condition = Future Condition 1g Land Use % CN Product ford (n) r 4-5- 66 297 Piste If bar) 53T 75 - - 4/,3 P 2 P10 /,7 P50 2-9- P100 Peak Discharge: Hydraulic Length /500 January, 1975: Weighted CN: 7/.0 Runoff Depth (in.) ,. Q2 Q10 0,231 Q50 O.45 Q100 ft.' ' Equiv. Area 267. :acres Chart Equiv. Peak Discharge x Slope Factor = Adj. Equiv. Peak Discharge Flat (0 -2 %) cfs /in. Moderate (3-7%) Z . cfs /.in, x Steep (>8 %) : >' • cfs /in. Actual Area Adj. Equiv. • Peak Discharge x Equiv. Area = Adj. Peak Discharge :$i; cfs /in, x /12 acres = M.0 2 7 acres Adj, Peak Discharge (cfs /in) x Q (in.) = Peak Discharge (cfs) / cfs /in.. x Q2 in. = PD2 Q10 0. 'z 3/ in. PD10 /73 TT cfs /in. "cfs /in. cfs. cfs. Q50 0.457 in. PD50 7 cfs. Q100 in._ 'x PD100 cfs. Reference:. ' Urban H ydrology for Small Watersheds,' Technical Release No.55, Soil Conservation Service, U.S. Department of Agriculture, 3.7 ' Richard S. Adams, P.E. Robert S. Adams, L.S. James F. Benthin, LS. Daniel B. Clark, L.S. Founded 1946 CGrac Basin Designation • Calc. R. Date Soil Group Garr; cm RUNOFF CALCULATION - RATIONAL METHOD C Factor: Land Use Poor Gras ADAMS, BENTHIN & CLARK, INC_ Professional Civil Engineers & Land Surveyors W. 1803 Maxwell Ave. • Spokane, WA 99201 • (509) 328 -5853 50 • 100 , 0o Rainfall')ntensity: ; ;Storm - Design Period (yrs. AJQ) Check Area -A O.S • acres T.1Slope _2.7 ° b Present Condition - Project PineSNo; sc 7ce /ark Date Time of Concentration Overland Flow Type, of Surface -. 9rCtSS Elevation Difference 7g Length of 'Travel Time of Concentration ., , :14, s Channel Flow. Type of Channel Length of Travel Assumed Velocity Time of. Concentration Total lime of Concentration ntensity. i y Q aS . :" Peak Discharge: -Storm Design Period (yrs.) Q C,A';(cfs) O. ly- 50 0. /9 1 o0. O.15 o ;7S' • Weighted C: 'Future Condition Product •ft. • ft. .mtn •:ft /sec ;r min. Richard S. Adams, P.E. Robert 5. Adams, L.S. James F. Benthln, L.S. Daniel B. Clark, L.S. Founded 1946 Land Use fl h4 Walk PI a nf - er: 4 oflo ADAMS, BENTHIN & CLARK, INC. Professional Civil Engineers & Land Surveyors ' W. 1803 Maxwell Ave. • Spokane, WA 99201 • (509) 328 -5853 RUNOFF CALCULATION - RATIONAL. METHOD • Basin Designation gro.ce /bre) hfl 2 A Project ' Pihes)tk. oFF;Ce Rtrk col c. /? eaircc Date Check Date Soil Group Crarrdton 63) .-Area A 0, r acres - Slope • ,9' % 9 0 Gflo o $I /O d./ 0 0, e; Weighted C: O_$Z Time of Concentration: Overland Flow Type of Surface ; cts4 Elevation Difference / 9,4 .Length of Travel Time of Concentration • 6_O Channel Flow Type of Channel Length of Travel Assumed Velocity Time of Concentration Total Time of Concentration (_Q Rainfall Intensity: Storm Design Period (yrs. ) 'r Intensity ' u ft; /sec. min C Factor: Present ' Conditlon 0 , future Condition • • Product • C Factor: 1 Ta rrl Spy1 i Project P A ( cergr. Date AAsn Check Date O Area A I acres Slope / Present Condition $j Richard S. Adams, P.E. Robert S. Adams, L.S. James F. Benthin, L.S. Daniel B. Clark, L.S. Founded 1946 S a1 /0 ADAMS, BENTHIN & CLARK, INC. Basin Designation' � Calc. Q a Soil . Group Land the Poor •• «r., Haus2. /O Professional Civil Engineers & Land Surveyors W. 1803 Maxwell Ave. • Spokane, WA 99201 • (509) 328 -5853 RUNOFF CALCULATION - RATIONAL. METHOD 70 Time of Concentration: Overland Flow Type of Surface Elevation Difference Length` of Travel Time of Concentration Channel Flow • Type of Channel Length of Travel Assumed Velocity Time of Concentration Total Time of Concentration Weighted' C: % Q5S / ✓ O -o Rainfall Intensity: Storm Design Period (yrs. ) : Intensity I n. /hr.) 1 0.. 50 2 OS 100 Peak Discharge: Storm :`Design '; Period.(yrs) ',.Q =' CiA•'.(cfs) 10 50' • •10 Future Condition' 0 C Product I35 O.-o9 ft m ft. • ft. /sec. min. min. ;', Richard S. Adams; P.E. Robert S. Adams, L.S. James F. Benthln, L.S. Daniel B. Clark, LS. Founded 1946 Basin Designation Orsd2 CaIc. R ffca i4es Date 4/4/go Check Date Soil Group : Go,r -riSon ( Area A C Factor: Land' Use Restet 6o P/a eiter_) - 40 of io ADAMS, BENTHIN & CLARK, INC. Professional Civil Engineers & Land Surveyors W. 1803 Maxwell Ave. • Spokane, WA 99201 • (509) 328 -5853 Time of ,Concentration: Overland Flow Type of Surface::;: Elevation Differe_nc a •. :Length of; Travel - Time of` Concentration Channel Flow RUNOFF CALCULATION - RATIONAL. METHOD Type of Channel Length of Travel Assumed Velocity Time.-of Concentration .. Total Time of Concentration . R ainfall Intensity Storm Design Period (y - 10 100 :-: .Peak . Discharge: Storm Design Period (yrs. 50 : boo a•/. Present Condition 0 5 /5a `- I . Project p,-,,6-A/6_01: 1 r . Weighted C: acres Slope' . % Future Condition, C 'Product 0.70 . D. sif o -10 p. o¢ CA :(ef ZS% 1017 m i n a ft. ,.. ft. /sect min. - ^ ?.. • verage • Gr•s Poor .. .(2) Gross Agriculture :.Single Fomily Commercial ••• (Pove• • 'KEY. L•H•Tc•K 500 - 400 - 300 - 200 - EXAMPLE: (1) L =550',' Development; Tc= 18. • L 1000 9 do 800 700. 600 — 500. TIME = CONCENTRATION FOR INITIAL _JBAREAS Tc' • —100 —90 —80 —70 — 60 50 • 40 .. 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"1 :::• AP liC ■ .l' agai ill_ ee E� aei 11a 4a Iiiiieaa ■ ■ :a p `. - . ... ■ ■ � es e� e.`l�Q1A + -• MI .CBAGq.. �E; �l�e'6 ■ m ■emo ■fi Y■■ ■ ■ ■ ■emesQe MSSWr■■ ■ . . .■ : �t�i1 do .... mm eleee e m eom 11 ■ mnnn■■ ... � �1. so. 1- :1 -(�- - i_I Vi I 7 ,• ion* E�1• 1 -,_ /0 . O •. - 4 04/01' wIY %.1 LTA -:- • I PINES WORTH OFFICE PARk + Il-/Antoine Plante 4 Ferry Site Park , y rt l � POint \\ �zo BOOfE WT r,. • Trentwo , a,o CH ECK Pitt MT r1st c•.isreo - " F t M. PLAT iN out _ PLAT �;Lo5utt s�' darks& ✓ 9 ' 1 0 e tOAD KECK aME C AaF A CEKT S EA lit ••- :t ' port 0' � A, � rA `N � s� n_ AT 1 N AGS AT :W ER CInECK PRINT 1N churn Roh® PLAN ‘ PRroFILE F I N hl. DthivigGsf i N _ S ws/ o ur . DR.A11 &Ge EKG IKEER lay PELT1O, EMGIOIEE Q. PEVE Lo pER RO id) ba KD DR AI14 1s6F BoN• COVnl7Y Eb44t, 51414E 140 - PLAT To PI- aQIAltKG 7 / ° ' r _, t.6MuMEAN BOND _ Flt4D G5 4 OR,DER- \ n M ES Natt fk FFtce PARK 1 ,9 a 32.8- 5863 /359 11 F 40 Gentlemen: Transamerica Title Insurance Servr- Spokane County Planning Commission N. 721 Jefferson Spokane, Washington rarsarerca Title Insurance Company North 720 Argonne 1371 Spokane, Washingstt :';` 3206 (509) 922-2222 RECE1VED BMW I II9NT1 iNGINFER SECOND MAY 0 2 1980 . �• CERTIFICATE TO PLAT Order No.: 101886 -M Certificate for Filing Proposed Plat of PINES NORTH OFFICE.PARK In the matter of the plat submitted for your approval, this Company has examined the records of the .County Auditor .and County Clerk of Spokane County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in Spokane County, to -wit: That portion of the Northwest quarter of the Northwest quarter of Section 10, Township 25 North, Range 44 E.W.M., described as follows: Beginning at the Northwest corner of said Section 10; thence South 0 ° 07'15" - East, along the West line of the Northwest quarter of said Section l0, 440.00 feet; thence North 39 ° 55'28" East, parallel with the North line of the Northwest quarter of Section 10, 30.00 feet, to a point on the Easterly right of way line of Pines Road, the True Point of Beginning; thence continuing North 89 ° 55'28" East, 465.00 feet; thence South 0 ° 07'15" East, parallel with the West line of the Northwest quarter, of said Section 10, 440.00 feet; thence • South 89 ° 55'28" West, parallel with the North line of said Section 10 465.00 feet to the intersection with the Easterly right of way line of Pines Road; thence North 0 °07'15" West, parallel with the West line of the Northwest quarter of Section 10, 440.00 feet, to the True Point of Beginning Situate in the County of Spokane, State of Washington. VESTED IN: - REItDHANrPERSON -'INC. , a corporation; . (continued) C:�3t_; t " !"`3t"I`0c :iflit ri!.'�ev"� ,Lt �i6f6C��G9A P '1 8is i it EXCEPTIONS: 1. General taxes for No. 10542 -9009) General taxes for Weed District Tax. General taxes for Weed District Tax. 1 4e. EASEMENT AND THE TE Grantee: Purpose: Location: Dated: Recorded: Recording No.: the year 1980 in the amount of $31.34. (Parcel the year. 1980 in the amount of $242.90 including (Parcel No. A10542 -9040) the year 1980 in the amount of $68.14 including (Parcel No. B10542 -9040) 2. A contract relating to the furnishing of water, providing lien for unpaid water charges and providing for easements for water pipe lines and pole lines over and across said property between Spokane Valley Land and Water Company, a corporation and Pasadena Park Water Company, a corporation, dated January 3, 1910 and recorded in Book "K" of Contracts, page 539, to which record reference is made for further particulars. All rights under above contract except those relating to domestic water have been assigned to Pasadena Park Irrigation District. 3. Reservations contained in deed from Spokane Valley Ir'r.igation District No. 10, a public corporation, recorded under Recording No. 76502B, as follows: The district reserves all existing rights over and across said premises and also th to go upon any part thereof for the purpo operating and maintaining canal, ditches, which shall by the board of directors of deemed necessary in the operation of its RMS AND CONDITIONS THEREOF: Pacific Northwest Bell Telephone Company, a Washington corporation communication lines together with right of ingress and egress a 10 foot wide strip of land lying parallel and adjacent to and following the East right of way line of Pines Road in the South 440 feet of the North 880 feet of the Northwest quarter of the Northwest quarter of said Section 10, Except the South 240 feet thereof July 10, 1970 July 31, 1970 501779C (continued) S " OND CERTIFICATE TO PLAT 1 uge 2 Order No. 101886 -M of way and easements e right at any time se of constructing, flumes or pipe lines said district be irrigation system. ?XI ' .Tis t=7:6t aiiig hiw LI 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: Grantor: Feldman- Person, Inc., a corporation Trustee: Transamerica Title Insurance Company, a corporation Beneficiary: eStanley =E -: Ellertsen„- Harold - E. Smith and --Rve°lyn L. Gassman, as their sole and separate property Amount: $150,000.00 Dated: February 11, 1980 Recorded: February 14, 1980 Recording No.: 8002140162 Affects: Portion of property in question and other property A Corrected Deed of Trust was recorded as Auditor's File No. 8004300131 to correct the legal description. Records examined t April )s 19II0- A.M. TRANSAP RICA TITLE msj RAUCE' COMPANY Chuck B By: cc: Spokane County Engineers cc: Adams, -Benthin &. Clark cc: Feldman- Person, Inc. SECOND CERTIFICATE TO PLAT Page 3 Order No. 101886 -M • 9 0 I4Al''ISu':'.ERICA TITLE !.°'SURAIICE COMPANY NOP.lti 773 A^.GU'. ROAD SPOKANE, '/A. 99706 S 11.IS pr r,t iS c.z S0'ely Irr :be pw',r; ..: in l2:. 11i:g S.CJ; ., of - .a itc<m:,a::7 'tics n0 liul.IK� :m , 3. .I a:. NI J.110n.01 a::l eo a, I to./ .. -� �,— �. ,.® - n- • '.,.� li :f∎10 .C"..uW!A SrE).! n° Ce.. c c vrcnuur arcA i tiau /0- 25-4'1 _ f f 9 Ifa0SSmefiCa Title Insurance Services RECEIVED SPO[AAV COUNTY IAGIOEEQ APR1 61980 CERTIFICATE TO PLAT Spokane County Planning Commission N. 721 Jefferson Spokane, Washington Gentlemen: Title Insurance Company North 720 Argonne Roar—, Spokane, Washington' 3 (509) 922-2222 Order No.: 101886 -M Certificate for Filing Proposed Plat of PINES NORTH OFFICE PARK In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of. Spokane County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in Spokane County, to -wit: That portion of the Northwest quarter of the Northwest quarter of Section 10, Township 25 North, Range 44 E.W.M., described as follows: Beginning at the Northwest corner of said Section 10; thence South 0 ° 07'15" East, along the West line of the Northwest quarter of said Section 10, 440.00 feet; thence North 89 ° 55'28" East, parallel with the North line of the Northwest quarter of Section 10, 30.00 feet, . to a point on the Easterly right of way line of Pines Road, the True Point of Beginning; thence continuing North 89 °55'28" East, 465.00 feet; thence South 0 ° 07'15" East, parallel with the West line of the Northwest quarter, of said Section 10, 440.00 feet; thence South 89 ° 55'28" West, parallel with the North line of said Section 10 465.00 feet to the intersection with the Easterly right of way line of, Pines Road; thence North '0 West, parallel with the West line of the Northwest quarter of Section 10, 440.00 feet, to the True Point of Beginning Situate in the County of Spokane, State of Washington. VESTED IN: ELLA N. SMITH, as her separate property as of May 17, 1954, date.of acquiring title as to 88 feet of the property herein described; and FELDMAN- PERSON, INC., a corporation; (continued) J 1 EXCEPTIONS: (continued) Page 2 Order No. 101886 -M 1. General taxes for the year 1980 in the amount of $31.34. (Parcel No. 10542 -9009) General taxes for the year 1980 in the amount of $242.90 including Weed District Tax. (Parcel No. A10542 -9040) General taxes for the year 1980 in the amount of $68.14 including Weed District Tax. (Parcel No. B10542 -9040) 2. A contract relating to the furnishing of water, providing lien for unpaid water charges and providing for easements for water pipe lines and pole lines over and across said property between Spokane Valley Land and Water Company, a corporation and Pasadena Park Water Company, a corporation, dated January 3, 1910 and recorded in Book "K" of Contracts, page 589, to which record reference is made for further particulars. All rights under above contract except those relating to domestic water have been assigned to Pasadena Park Irrigation District. 3. Reservations contained in deed from Spokane Valley Irrigation District No. 10, a public corporation, recorded under Recording No. 76502B, as follows: The district reserves all existing rights of way and easements over and across said premises and also the right at any time to go upon any part thereof for the purpose of constructing, operating and maintaining canal, ditches, flumes or pipe lines which shall by the board of directors of said district be deemed necessary in the operation of its irrigation system. 4 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee: Pacific Northwest Bell Telephone Company, a Washington corporation Purpose: communication lines together with right of ingress and egress Location: a 10 foot wide strip of land lying parallel and adjacent to and following the East right of way line of Pines Road in the South 440 feet of the North 880 feet of the Northwest quarter of the Northwest quarter of said Section 10, Except the South 2.40 feet thereof Dated: July 10, 1970 Recorded: July 31, 1970 Recording No.: 501779C 5. DEED OF TRUST AND Grantor: Trustee: Beneficiary: Amount: Dated: Recorded: Recording No.: Affects: THE TERMS AND CONDITIONS THEREOF: Feldman- Person, Inc., a corporation Transamerica Title Insurance Company, a corporation Stanley E. Ellertsen, Harold E. Smith and Evelyn L. Gassman, as their sole and separate property $150,000.00 February 11, 1980 February 14, 1980 8002140162 Portion of property in question and other property Records examined Apri1C 8, at 8:00 A.M. TRANSA ICA /TIT4- INSURAN..E COMPANY By: cc: Spokane County Engineers cc: Adams, Benthin & Clark cc: Feldman- Person, Inc. mw (1211'. Chuck Boeing Page 3 Order No. 101886 -M r o " / yl W° E doR NW IRAN;AMERICA TITLE INSURANCE COMPANY NORTH 720 ARGONNE ROAD SPOKANE, WA. 99206 ad 5 This print is rac'_e solely tor the purcose of assisting In locating said piem:ses aor the company assrmes no liatility for vatiatiars, it any. in dimensions and location ascortaiouit -ch.' /a- 25 -11 LOT2 Eyre 'h Ave" -- �- rw¢sracn SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER A. INTRODUCTION This matter having come before the Examiner Committee on January 29, 1980 and the members of the Committee present being Eldon Thomas, Chairperson, Ted McCoury and John Culler. PROPOSAL • z No. PE- 1359 -79 ZE- 254 -79 The sponsor:, Grant Person,. is requesting approval of a preliminary plat and zone change, PE- 1359 -79, Pines North Office Park and ZE- 254 -79, Agricultural to Residential Office for subdivision of 4.7 acres into 4 lots for residential office use and there being present, the following applicant or representative: STU DEYSENROTH, SPONSOR'S REPRESENTATIVE C. FINDINGS OF FACT 1. That the existing and use in the area is vacant with an abandoned home on -site. 2. That the Comprehensive Plan designates this area as residential usage. 3. That the existing zoning of the property described in the application is Agricultural. 4. That the provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with. 5. That the proper legal requirements for advertisement of the Agenda Item have been fulfilled. 1 6. That the land in this area is suitable for the proposed use, or uses within the proposed Zone Classification. 7. That the proposed use is compatible with existing uses in the area. 8. The Hearing Examiner Committee finds the proposed use is not detrimental to the general purpose or otherwise harmfull to the public health, safety, and welfare. 9. That the owners of adjacent lands expressed neither approval nor disap- proval of the proposed use. SPECIAL CONDITIONS OR CONTIGENCIES APPLICABLE TO THIS SUBDIVISION APPROVAL: If approval is granted, the following conditions are recommended. That the plat be designated as indicated on the preliminary plat of record and /or attached sheets as noted. ,2 That a statement be placed in the dedication to the effect that no more than one dwelling structure be placed on any one lot, nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without filing a replat. . That appropriate provision be made that the following described property be held in trust until the continuation of the streets be dedicated or deeded: A I' strip at the ends or edges of all streets that terminate or border the plat boundary. (Temporary cul de sacs are required when streets terminate at the plat boundaries.) e . That appropriate street names be indicated. 2 No. PE- 1359 -79 ZE- 254 -79 No. PE- 1359 -79 ZE-254-79 ( That appropriate utility easements be indicated on copies of the approved 6 preliminary plat for distribution to the Planning Department and the utility companies. Written approval of the easements by the utility company must be received prior to the submittal of the final plat. That the plan for water facilities adequate for fire protection be approved by the water supplier and fire protection district. Said water plan must also have been approved by the appropriate health authorities. The health authorities, water supplier (purveyor), and fire protection district will certify, prior to the filing of the final plat, on the face of said water plan that the plan is in conformance with their requirements and will adequately satisfy. ..their ..respective.. needs. ,Said.. water .plan_ and . certification- .will.. be. drafted on a transparency suitable for reproduction. The copy been purveyor will also certify prior to the filing of the final plat on a of said water plan that appropriate contractual arrangements have made with the plat sponsor for construction of the water system, in accordance with the approved plan, and in accordance with a time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the plat. The contractual arrangements will include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the plat sponsor to satisfactorily complete the approved water system. The plat dedication will contain a statement to the effect that the public water system as approved by County and State Health authorities and the local fire district and purveyor will be installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot prior to sate of each lot. 3 e No. PE- 1359 -79 ZE- 254 -79 47 /That a certificate of title be furnished the Planning Department prior to the filing of the final plat. t8 O That the preliminary plat be given conditional approval to February 1, 1981. 9. That a declaration of Non - Significance be issued, in accordance with Section 11.15.340 of the Spokane County Environmental Ordinance (SCEO) prior to approval, or any approving action in accordance with SCEO 11.15.340. NOTE: The official file contains an environmental checklist for the proposal and a staff review of their checklist as required by WAC 197 -10 -320. 10'' That plans, profiles, and cross- sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and /or the filing of a final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. /1,1 That drainage plans and design calculations showing the alignment of 4i drainage facilities be submitted to the County Engineer for approval prior to construction and /or the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. .,12. Construction within the proposed public streets and easements shall be i t performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "As Built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 4 No. PE- 1359-79 ZE- 254 -79 t3. No construction work is to be performed within the existing or proposed public right -of -way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. /It All construction within the existing or proposed public right-of -way is to be completed prior to filing plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "As Built" plans, and monumenting the street centerlines shall be filed with the County Engineer. A p5;. That a name be indicated before the final plat is filed; such name to be approved by the County -Assessor ° and the Planning staff:: 0 &1,6'. The private well located on Lot 4 shall be abandoned in accordance with the appropriate subsections of WAC 173 -160. A l. 1�7 The plat sponsor shall certify in writing prior to the final plat that there are no other water wells which are within 150 feet of the plat boundary. The plat dedication shall contain a statement which obligates all owners, heirs, and assigns to agree to the management conditions as may be noted on an application for construction of a sewage system. j19. The applicant shall develop subject property generally in accordance within the concept presented to the Hearing Examiner Committee. Minor variations when approved by the Zoning Administrator will be permitted, including, but not limited to the following changes: Building location, landscape plans,, and general allowable uses of the permitted zone. All variations must conform to regulations set forth in the Spokane County Zoning Ordinance. The original intent of the development plans shall be maintained. 5 A specific landscape plan, planting schedule and provisions for mainten- ance acceptable to the Spokane County Zoning Administrator shall be submitted with a performance bond for the project prior to release of building permits. "Landscaping must be irrigated." s2• Approval by the Zoning Administrator of a specific lighting and signing plan for the described property prior to the release of any building permits. ,.:22C No direct access be allowed from lots to Pines Road. ,23� Existing County roads providing direct access to the plat shall be paved v and curbed to the standards of the County Engineer; curbed on plat side of road. /44. That sidewalks are required along the arterial(s) on Pines Road. GE5 Public Road Standard TYPICAL Roadway Section: Section Number 1 For Pines Road Minimum Paving width Major Arterial Std. . Proposed private road(s) serving 4 lots with future public right -of -way tract. 2 That the following statement be placed in the plat dedication: WARNING: Spokane County has no responsibility to build, improve, maintain, or otherwise service the private roads contained within or providing service to the property described in this plat. By accepting this plat or sub- sequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct alter, repair, improve, maintain, provide drainage or snow removal on a private road. This requirement is and shall run with the land and shall be binding upon the owner, their heirs, successors or assigns including the obligation to participate in the maintenance of the private road as provided herein. e No. PE- 1359 -79 ZE- 254 -79 Declaration of Non - Significance. 7 No. PE- 1359 -79 ZE- 254 -79 /28. 28. That the private road be improved to standards adopted by the Board of County Commissioners. 60 feet minimum easement width; typical roadway section #1, Urban Access Standard. Subject to approval under Section 10.207 of the Spokane County Fire Code. �29e That the dedicatory language of the plat will state, "That each lot be authorized for the use of individual on -site sewage disposal systems." X 30 Prior to filing of the final plat, the sponsor shall present evidence that fr the plat lies within the recorded service area of the proposed water district. Special Conditions v31. That -the provisions. of SEPA'S NOTICE OF ;ACTION - pursuant 43.21C.080 RCW and the Board of County Commissioner's Resolution No. 77 -1392 be accomplished by the project applicant within thirty (30) days of formal action by the Hearing Examiner Committee, with regard to the preliminary plat approval; as instructed by the Planning Department staff. 432. That upon filing of the final plat, the zoning be reclassified to residential office. 311 There will be no phasing of the project, and the plat will be finalized in - I its entirety. 3 4 ?. That the project sponsor is responsible for requesting an extension of time to review any preliminary plat approval. All extensions applied for may subject the project sponsor to new conditions required by Reviewing Agencies. .35. That the Hearing Examiner Committee sustain the issuance of a proposed Act Declaration of Non - Significance and recommends issuance of a final • e No. PE- 1359 -79 ZE- 254 -79 That a public water system including fire flows, serve each lot prior to the sale of the lot. i 7./ That final construction plans for on -site storm drainage facilities be reviewed and approved prior to filing of the final plat by the County Utilities Engineer and the County Health District. 38. That the plat dedication contain the statement: "Use of private wells and water systems is prohibited. E. ORDER The Hearing Examiner Committee, pursuant to the aforementioned, finds that the application of J. Grant Person for a preliminary plat, Pines North Office Park and a zone change as described in the application should be approved. Motion by: McCoury Seconded by: Culler Vote: 3 -0 By: ATTEST: FRED L. DAYHARSH Planning Director 8 HEARING EXAMINER COMMITTEE irman Motion by: Culler Seconded by: Byrne Vote: Unanimous By: ATTEST: FRED L. DAYHARSH Planning Director 2 No. PE- 1359 -79 ZE- 254 -79 HEARING EXAMINER COMMITTEE SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER A. INTRODUCTION This matter having come before the Examiner Committee on December 20, 1979, (continued from December 18, 1979 Hearing) and the members of the Committee present being Kenneth Kennedy, Chairperson, Abby Byrne, and John Culler. B. PROPOSAL 'e No. PE- 1359 -79 ZE- 254 -79 The sponsor, J. Grant Person, is requesting approval of a preliminary plat and zone change, PE- 1359 -79, Pines North Office Park and ZE- 254 -79, Agricultural to Residential Office for subdivision of 4.7 acres into 4 lots for residential office use. C. FINDINGS OF FACT 1. The following are findings of fact considered by the Hearing Examiner Committee: a) That this proposal has technical difficulties concerning public notifi- cation and should be continued for one month. D. ORDER The Hearing Examiner Committee, pursuant to the aforementioned, finds that the application of J. Grant Person for a preliminary plat, PE- 1359 -79, Pines North Office Park and a zone change as described in the application should be continued to the January agenda. 1 Subdivision Hearing Examiner Committee Actions (Contd.) 13. PE- 1359 -79, ZE- 254 -79, Location: Proposal: Action: Reason: Pines North Office Park - Person Agricultural to Residential Office Adjacent to and east of Pines Road and approximately 450ft. south of Euclid Avenue 4.7 acres into 4 lots for residential office use ' To continue to January 29,1980 Hearing - Voted unanimously Proposal had technical difficulties concerning public notification Note: Items 1 through 9 were heard and begin the 10 day appeal period as of December 18, 1979. Items 10,11, 12 and 13 were heard on Thursday, December 20, 1979 with the Findings and Order signed as of that date. If further information is desired, contact Wally Hubbard or Paul Jensen at 456 -2205. WH /dj CC: Planning Commission Mailing List 1! AGENDA, - January 29, 1.980 TELEPHONE: 456 -2205 SPOKANE COUNTY PLANNING SUBDIVISION HEARING EXAMINER COMMITTEE TIME: PLACE: PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION ( PE-1359-79, PINES NORTH OFFICE PARK ZE_25.4_7 -9, AGRICULTURAL TO RESIDENTIAL OFFICE e. f. g. h. i. j. k. 1. m. a. Location: Located adjacent to and east of Pines Road and approximately 450' south of Euclid Avenue b. Legal Description: Section 10, Township 25N, Range 44 E.W.M. That portion of the NW 1/4 of the NW 1/4 of Section 10, Spokane County, Washington, described as follows: Beginning at the NW corner of said Section 10; thence S 0 ° 07'15" E, along the west line of said Section 10, 440.00 ft; th. N 89 °52'45" E, 30.00 ft. to a point on the east r/w line of Pines Road, the true point of beginning; th. continuing N 89 °52'45" E, 465.00 ft; th. S 0 ° 07'15" E, 440.00 ft; th. S 89 °52'45" W, 465.00 ft. to a point on said east r/w line of Pines Road; th. N 0 ° 07'15" W, along said east r/w line, 440.00 ft. to the true point of beginning. c. Sponsor: J. Grant Person N 2206 Pines Road Spokane, WA. 99206 d. Surveyor: Adams, Benthin & Clark, Inc. W 1803 Maxwell Spokane, WA. 99201 4.7 acres 4 Residential Office Agricultural Residential Office Irvin Water District East Valley #361 Individual on -site septic tanks A topic of discussion at this Hearing may be whether the Hearing Examiner Committee has adequate information to assess the adverse Environmental Impacts of the proposal. The State Environmental Policy Act WAC 197 -10 -530 (2) provides that: " In the event that the further investigations authorized by this section do not provide information reasonably sufficient to assess any potential adverse environmental impacts of the proposal, an EIS shall be prepared." Site Size: Number of Lots: Proposed Land Use: Existing Zoning: Proposed Zoning: Water Source: School District: Method of Sewage Disposal: Environmental Impact: Tuesday, January 29,1980. -9:00 A.M.(Item #1 on Morning Agenda) Broadway Centre Building, 2nd Floor N 721 Jefferson, Spokane 5 M fn Y[II♦ f L l96sr MGN1,1 11 lL 5H ANN0 BRIDGE 44" R 11_ H 4 a M I S S I O N ,4lirob¢o 1 Porkt : .. 1.R on .l K1 $41 A iy l ine Plane Arr Site Pork �• Ce -ne/'t O at_ 4 125 126 IZ! 126 129 I. •L o. 11 `.1 O 156 It!' I'Y 1 L . ' Z 0 STAFF ANALYSIS - January 29, 1980 PE- 1359 -79, PINES NORTH OFFICE PARK ZE- 254 -79, AGRICULTURAL TO RESIDENTIAL OFFICE PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION I. GENERAL INFORMATION A. Location 2. Compatibility with Existing Land Uses - 5B - The proposal is in the Spokane Valley adjacent to and east of Pines Road and approximately 450 feet south of Euclid Avenue. B. Proposal - 4.70 acres subdivided into 4 lots for residential office use and one unbuildable lot; Lot 1, Block 2. Lot frontage = varies from 114.25' to 245.27' - Lot size = varies from 14,810 sq. ft. to 3.14 acres C. Relationship to the Comprehensive Plan The approved map of the Comprehensive Plan indicates residential usage of this area, as well as all nearby surrounding lands, with no density designation. D. Land Use Analysis: 1. Existing Land Uses The proposal is currently vacant with an abandoned home on the site. The land use to the north of the proposal includes cultivated areas and single family uses. Approximately y mile to the north are a variety of uses associated with Trent Avenue including commercial and residential office uses. To the east of the proposal is pasture and cultivated land with the Walk in the Wild Zoo occupying a large parcel of land approximately 500 feet east of the proposal. South of the site are vacant parcels of land. Approximately 'a mile south of the proposal are commercial and residential office uses on Pines Road. To the west of the site is the Trentwood Elementary School and single family residences within the Mirabeau. Ranch Addition and Stone Ridge Subdivision. To the southwest is the Stone Ridge Apartments which contains 45 units. The proposal appears to be consistent with trends in the area to commercial and residential office uses along Pines. The proposal is located in an area that is at this time undeveloped, vacant, or agricultural, with appropriate buffering and site development, land use compatibility should be achieved. STAFF ANALYSIS — January II. SPECIAL INFORMATION A. Circulation B. Sewage Disposal The applicant's engineer has prepared posal means; including on -site septic sewage lagoon. For economic reasons, alternative, the applicant's engineer utilized. PINES NOh_.. OFFICE PARK - continued The County Road Engineer has examined the proposed preliminary plat and has required the extension of Grace Avenue and conditions for satisfactory development of the circulation system. He has also recommended that roads within the plat are designated as private roads until such time as they are extended to other circulation systems. an analysis of alternative sewage dis- tank disposal, treatment plant and and to provide the most realistic feels on -site septic tanks should be The Spokane County Health District has authorized the use of individual on -site sewage systems for each lot within the plat. The plat is situated over the Spokane Valley Aquifer and the Health District in their examination of the possible impact on groundwater quality from this proposal have the following comments: Impact Discussion a. The plat sponsor has proposed 4 lots on 4.7 acres. Each lot is to be served by a public water system and its individual on -site sewage disposal system. This raises the question of significance of the impact on the groundwater in the area and possible alternatives for sewage disposal. b. In the course of the conduct of the Army Corps study, Dr. Todd considered typical soils, natural and sewage disposal recharge to the groundwater, and the effect of continued urban development in the Spokane River Valley upon the quality of the groundwater. In summary, he concluded that: 1. In normal precipitation years subsurface disposal of sewage treatment effluent does reach and recharge the groundwater. 2. All the dissolved salts in sewage effluent will be carried to the groundwater. However, bacteria and detergents (phosphate portion) are mostly removed by the deep soil layer above the groundwater and "minor dissolved constituents such as phosphates, which are known to react with soil particles, or nitrates, which are taken up by the plant roots," will be less than the total found in septic tank effluents. 3. The calculated results at the downstream end of groundwater flow line indicate that the maximum range of (dissolved) solids concentration expected at present (1975) is up to 93 mg /1 (milligrams per liter) above the natural groundwater background of 155 mg /l. The forecast year 2020 maximum incremental concentration is 101 mg /1 above the natural background. - 5C - • STAFF ANALYSIS - January. , - "; c. Currently, results of chemical analysis show the total nitrogen content of the groundwater as in the range of .8 to 1.1 ppm. A projected incremental increase using Dr. Todd's expected 8.6 percent would result in a range of .86 to 1.2 ppm. Current Federal and State drinking water standards permit up to 10 ppm. d. Alternative sewage disposal methods that would not recharge the ground- water have the following general characteristics: 1. Collector and central treatment systems discharging to surface waters would require at least tertiary treatment and perhaps more to obtain a permit for the discharge from the Department of Ecology. These systems are not currently economically available for this project. C. Drainage The County Engineer reports that the preliminary storm drainage plan submitted by the applicant indicates that on -site storm drainage provisions will adequately handle surface water runoff. However, final construction plans should be reviewed and approved by both the County Engineer and Health District prior to the final plat filing. D. Water Supply PINES NOR... OFFICE PARK - continued - - - The analytical results of the forecast impact of year 2020 when compared with the present impact, both measured in terms of leachate volume and dissolved solids concentration, indicate that the present impact on groundwater quality is already a substantial proportion of the ultimate level. 2. Sealed systems, whether individual or community, depend on evaporation for liquid removal. These systems require more land area than a conventional subsurface drainfield. Some, such as lagoons, have safety hazards associated with them and relatively poor community acceptance. Land, installation and operational cost are generally more expensive than those for septic tanks and drainfields. The proposal is located within the recorded service area of Irvin Water District. The District advises the staff that adequate system capacity, and a desire on their part to serve, exists for the provision of water for domestic, fire and irrigation uses. E. Fire Protection The proposal is situated within the recorded service area of Fire District #1. The Fire District staff requests that the Hearing Examiner Committee require mains and hydrants of sufficient size for fire protection as a condition of final plat approval. The District also requests that they be allowed to review and approve final fire flows and water plans. - 5D - STAFF ANALYSIS - January _i, 1980' F. Schools Proposal lies within the boundaries of East Valley #361. G. Parks PINES N(,__d OFFICE PARK - continued The report "Planning for Parks" (revised 1976) indicates that this neighborhood requires a 15.0 acre Community Park in the vicinity of the proposed junior high school. H. Unique Environmental Features None have been indentified. I. Cultural Resources None have been indentified. III. ZONING ANALYSIS The proposed site is currently zoned Agricultural as is property to the east and south of the proposal. Approximately 1,000 feet south of the site the Residential Office zone occurs along the east side of Pines with Commercial zoning and some Multiple Family Suburban. To the west of the proposal is Agricultural and Agricultural Suburban zonink with R -2 zoning to the southwest of the proposal. To the north of the site is Agricultural zoning with some areas zoned Commercial along Trent Avenue. The proposal would most appropriately be zoned Residential Office. The Residential Office zone is found primarily along Pines Road within this general vicinity. IV. ENVIRONMENTAL REVIEW An Environmental Checklist was submitted by the sponsor and has been reviewed by the Planning staff. No significant adverse environmental impacts were judged to exist. Slight adverse environmental impacts were identified on the checklist in the following categories: earth; air; water; flora; fauna; noise; light and glare; land use; population; housing; transportation /circulation; public services; utilities; and energy. The Planning Director issued a proposed Declaration of Non - Significance, and it was circulated to other agencies of jurisdiction. V. CONDITIONS: If approval is granted, the following conditions are recommended. 1. That the plat be designated as indicated on the preliminary plat of record and /or attached sheets as noted. 2. That a statement be placed in the dedication to the effect that no more than one dwelling structure be placed on any one lot, nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without filing a replat. - 5E - STAFF ANALYSIS - January 1980 - " — PINES NO,. . OFFICE PARK - continued 3. That appropriate provision be made that the following described property be held in trust until the continuation of the streets be dedicated or deeded: A 1' strip at the ends or edges of all streets that terminate or border the plat boundary. (Temporary cul de sacs are required when streets terminate at the plat boundaries.) 4. That appropriate street names be indicated. 5. That appropriate utility easements be indicated on copies of the approved preliminary plat for distribution to the Planning Department and the utility companies. Written approval of the easements by the utility company must be received prior to the submittal of the final plat. 6. That the plan for water facilities adequate for fire protection be approved by the water supplier and fire protection district. Said water plan must also have been approved by the appropriate health authorities. The health authorities, water supplier (purveyor), and fire protection district will certify, prior to the filing of the final plat, on the face of said water plan that the plan is in conformance with their requirements and will adequately satisfy their respective needs. Said water plan and certification will be drafted on a transparency suitable for reproduction. The purveyor will also certify prior to the filing of the final plat on a copy of said water plan that appropriate contractual arrangements have been made with the plat sponsor for construction of the water system, in accordance with the approved plan, and in accordance with a time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the plat. The contractual arrangements will include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the plat sponsor to satisfactorily complete the approved water system. The plat dedication will contain a statement to the effect that the public water system as approved by County and State Health authorities and the local fire district and purveyor will be installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot. 7. That a certificate of title be furnished the Planning Department prior to the filing of the final plat. 8. That the preliminary plat be given conditional approval to January 1, 1981. 9. That a declaration of Non - Significance be issued, in accordance with Section 11.15.340 of the Spokane County Environmental Ordinance (SCEO) prior to approval, or any approving action in accordance with SCEO 11.15.340. NOTE: The official file contains an environmental checklist for the proposal and a staff review of their checklist as required by WAC 197 -10 -320. 10. That plans, profiles, and cross - sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and /or the filing of a final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. - 5F STAFF ANALYSIS - January - 1, 1930 PINES NOn.A OFFICE PARK - continued 11. That drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to construction and /or the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. v12. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "As Built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that a disturbed monuments have been replaced. V13. No construction work is to be performed within the existing or proposed public right -of -way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. 1 /14. All construction within the existing or proposed public right -of -way is to be completed prior to filing plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "As Built" plans, and monumenting the street centerlines shall be filed with the County Engineer. 15. That a name be indicated before the final plat is filed; such name to be approved by the County Assessor and the Planning staff. 16. The private well located on Lot 4 shall be abandoned in accordance with the appropriate subsections of WAC 173-160. 17. The plat sponsor shall certify in writing prior to the final plat that there are no other water wells which are within 150 feet of the plat boundary. 18. The plat dedication shall contain a statement which obligates all owners, heirs, and assigns to agree to the management conditions as may be noted on an application for construction of a wastewater system. 19. The applicant shall develop subject property generally in accordance within the concept presented to the Hearing Examiner Committee. Minor variations when approved by the Zoning Administrator will be permitted, including, but not limited to the following changes: Building location, landscape plans, and general allowable uses of the permitted zone. All variations must conform to regulations set forth in the Spokane County Zoning Ordinance. The original intent of the development plans shall be maintained. 20. 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. "Landscaping must be irrigated." 21. Approval by the Zoning Administrator of a specific lighting and signing plan for the described property prior to the release of any building permits. V22. No direct access be allowed from lots to Pines Road. - 5G - STAFF ANALYSIS - ._January , 1980 PINES NO2._ OFFICE PARK - continued 2 3. Existing County roads providing direct access to the plat shall be paved and / curbed to the standards of the County Engineer; curbed on plat side of road. :✓ 24. That sidewalks are required along the arterial(s) on Pines Road. 1/25. Public Road Standard TYPICAL Roadway Section: Section Number 1 For Pines Road Minimum Paving width Major Arterial Std. 1 26. Proposed private road(s) serving 4 lots with future public right -of -way tract. .'27. That the following statement be placed in the plat dedication: WARNING: Spokane County has no responsibility to build, improve, maintain, or otherwise service the private roads contained within or providing service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct alter, repair, improve, maintain, provide drainage or snow removal on a private road. This requirement is and shall run with the 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 as provided herein. That the private road be improved to standards adopted by the Board of County Commissioners. 60 feet minimum easement width; typical roadway section 1 #1, Urban Access Standard. Subject to approval under Section 10.207 of the Spokane County Fire Code. 29. That the dedicatory language of the plat will state, "That each lot be authorized for the use of individual on -site sewage disposal systems." 30. Prior to filing of the final plat, the sponsor shall present evidence that the plat lies within the recorded service area of the proposed water district. Special Conditions 31. That the provisions of SEPA'S NOTICE OF ACTION pursuant to 43.21C.080 RCW and the Board of County Commissioner's Resolution No. 77-1392 be accomplished by the project applicant within thirty (30) days of formal action by the Hearing Examiner Committee, with regard to the preliminary plat approval; as instructed by the Planning Department staff. 32. That upon filing of the final plat, the zoning be reclassified to residential office. 33. There will be no phasing of the project, and the plat will be finalized in its entirety. 34. That the project sponsor is responsible for requesting an extension of time to review any preliminary plat approval. All extensions applied for may subject the project sponsor to new conditions required by Reviewing Agencies. 35. That the Hearing Examiner Committee sustain the issuance of a proposed Declaration of Non - Significance and recommends issuance of a final Declaration of Non - Significance. - 5H - STAFF ANALYSIS 36. That a public water system including fire flows, serve each lot prior to the sale of the lot. 37. That final construction plans for on -site storm drainage facilities be reviewed and approved prior to filing of the final plat by the County Utilities Engineer and the County Health District. 38. That the plat dedication contain the statement: "Use of private wells and water systems is prohibited. Ct STe PINES NO. . OFFICE PARK - continued � yseuroTh — Feldmnit) PiortsON REA IT025 - - 5I - Action: Additional Location: Proposal: Action: Changes in Subdivision Hearing Examiner Committee Actions (Contd.) 4. PE- 1278 -78, Trentwood Orchards Replat No. 1 - Fogg - Time Extension Plat finalized on January 28, 1980. 5. PE- 1359 -79, Pines North Office Park - Person ZE- 254 -79, Agricultural to Residential Office Location: Adjacent to and east of Pines Road and approximately 450 feet south of Euclid Avenue Proposal: 4.7 acres into 4 lots for residential office use Action: Approval - Unanimous 6. PE- 1361 -79, Coach -Lite Estates - Bates ZE- 263 -79, Agricultural to Residential Mobile Home & Local Business Location: In the Spokane Valley adjacent to and east of Barker Road and adjacent to and north of Buckeye Avenue Proposal: 10.5 acres into 27 lots for residential mobile homes and 1 lot for local business use Approval - Unanimous Conditions: - All improvements to be made on plat side of road concerning the engineering conditions - A 6 foot high chainlink fence on east boundary of proposal and on north boundary to the extent of Fairview Road 7. PS- 1362 -79, Kahuna Hills 1st Addition - Kahuna Land Co. ZS- 262 -79, Agricultural Suburban to R -I Located adjacent and east of Carnahan Road between 12th & 16th to the southeast of Spokane 16± acres into 38 lots for single family dwellings Approval - Unanimous Conditions and additional condition: - That sidewalks are required along the east side on Carnahan Road - Public road Standard Typical Roadway Section: Section Number 1 for Carnahan Road Minimum Paving width Major Arterial Std. Section No. 2 for Aloha Court Minimum Paving width Local Access Std. Section No. 3 for Kahuna Drive Minimum Paving width Collector Arterial Std. (Pathway required, however, it need not be graveled and /or paved). - That the right -of -way for Kahuna Drive be dedicated at 50 ft. - That the design speed of proposed roadways be 35 mph. - That a stub road connection which would extend Kahuna Drive to the west plat boundary be provided. This connection shall be in the vicinity of Block 1, Lots 10,11 and 12 and in an alignment that will eventually provide a connection to Carnahan Road. This stub road shall be constructed to Typical Roadway Section #2, Collector Arterial Standard. - That the right -of -way for the stub road connection be dedicated at 50 feet. - The plat sponsor, his heirs, successors, and assigns acknowledge that in the immediate vicinity of the plat is a parcel of property zoned Mining Class III, which may allow uses which are of a nuisance nature to the plat. The plat sponsor shall place language on the 2 AGENDA, December 18, 1979 TELEPHONE: 456 -2205 SPOKANE COUNTY PLANNING SUBDIVISION HEARING EXAMINER COMMITTEE TIME: Tuesday, December 18, 1979 - 1:30 P.M. (Item #6 on Afternoon Agenda) PLACE: Broadway Centre Building, 2nd Floor N 721 Jefferson, Spokane PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION PE- 1359 -79, PINES NORTH OFFICE PARK ZE- 254 -79, AGRICULTURAL TO RESIDENTIAL OFFICE a. Location: Located adjacent to and east of Pines Road and approximately 450' south of Euclid Avenue Section 10, Township 25N, Range 44 E.W.M. That portion of the NW 1/4 of the NW 1/4 of Section 10, Spokane County, Washington,. described as follows: Beginning at the NW corner of said Section 10; thence S 0 °07'15" E, along the west line of said Section 10, 440.00 ft; th. N 89 °52'45" E, 30.00 ft. to a point on the east r/w line of Pines Road, the true point of beginning; th. continuing N 89 ° 52'45" E, 465.00 ft; th. S 0 ° 07'15" E, 440.00 ft; th. S 89 °52'45" W, 465.00 ft. to a point on said east r/w line of Pines Road; th. N 0 °07'15" W, along said east r/w line, 440.00 ft. to the true point of beginning. c. Sponsor: J. Grant Person N 2206 Pines Road Spokane, WA. 99206 d. Surveyor: Adams, Benthin & Clark, Inc. W 1803 Maxwell Spokane, WA. 99201 4.7 acres 4 Residential Office Agricultural Residential Office Irvin Water District East Valley #361 Individual on -site septic tanks A topic of discussion at this Hearing may be whether the Hearing Examiner Committee has adequate information to assess the adverse Environmental Impacts of the proposal. The State Environmental Policy Act WAC 197 -10 -530 (2) provides that: " In the event that the further investigations authorized by this section do not provide information reasonably sufficient to assess any potential adverse environmental impacts of the proposal, an EIS shall be prepared." b. e. f. g. h. i. J. k. 1. m. Legal Description: Site Size: Number of Lots: Proposed Land Use: Existing Zoning: Proposed Zoning: Water Source: School District: Method of Sewage Disposal: Environmental Impact: _ 13 _ 5H ANNO BRIDGE RICH AVE 3d- 1 Ce -nei'/ a 'an � • 71 wig to P.4 125 126 14( 126 129 130 ne Pion /e ry Site Park 4. • CP 0 C.A. R 1 orb 51 . ,4Jirob Par 1 1 " _ 1000 . r. A M Y Z m'I W • STAFF ANALYSIS - December 18, 1979 PE- 1359 -79, PINES NORTH OFFICE PARK 2E- 254 -79, AGRICULTURAL TO RESIDENTIAL OFFICE PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION I. GENERAL INFORMATION A. Location 1 The proposal is in the Spokane Valley adjacent to and east of Pines Road and approximately 450 feet south of Euclid Avenue. B. Proposal - 4.70 acres subdivided into 4 lots for residential office use and one unbuildable lot; Lot 1, Block 2. Lot frontage = varies from 114.25' to 245.27' • Lot size = varies from 14,810 sq. ft. to 3.14 acres C. Relationship to the Comprehensive Plan The approved map of the Comprehensive Plan indicates residential usage of this area, as well as all nearby surrounding lands, with no density designation. D Land Use Analysis: 1. Existing Land Uses The proposal is currently vacant with an abandoned home on the site. The land use to the north of the proposal includes cultivated areas and single family uses. Approximately y mile to the north are a variety of uses associated with Trent Avenue including commercial and residential office uses. To the east of the proposal is pasture and cultivated land with the Walk in the Wild Zoo occupying a large parcel of land approximately 500 feet east of the proposal. South of the site are vacant parcels of land. Approximately § mile south of the proposal are commercial and residential office uses on Pines Road. To the west of the site is the Trentwood Elementary School and single family residences within the Mirabeau, Addition and Stone Ridge Subdivision. To the southwest is the Stone Ridge Apartments which contains 45 units 2. Compatibility with Existing Land Uses The proposal appears to be consistent with trends in the area to commercial and residential office uses along Pines. The proposal is located in an area that is at this time undeveloped, vacant, or agricultural, with appropriate buffering and site development land use compatibility should be achieved. -13B - STAFF ANALYSIS - December _8, 1979 PINES NORTH OFFICE PARK - continued 2 II. SPECIAL INFORMATION A. Circulation The County Road Engineer has examined the proposed preliminary plat and has required the extension of Grace Avenue and conditions for satisfactory development of the circulation system. He has also recommended that roads within the plat are designated as private roads until such time as they are extended to other circulation systems. B. Sewage Disposal • The applicant's engineer has prepared posal means; including on -site septic sewage lagoon. For economic reasons, alternative, the applicant's engineer utilized. The Spokane County Health District has authorized the use of individual on -site sewage systems for each lot within the plat. The plat is situated over the Spokane Valley Aquifer and the Health District in their examination of the possible impact on groundwater quality from this proposal have the following comments: Impact Discussion an analysis of alternative sewage dis- tank disposal, treatment plant and and to provide the most realistic feels on-site septic tanks should be a. The plat sponsor .has proposed 4 lots on 4.7 acres. Each lot is to be served by a public water system and its individual on -site sewage disposal system. This raises the question of significance of the impact on the groundwater in the area and possible alternatives for sewage disposal. b. In the course of the conduct of the Army Corps study, Dr. Todd considered typical soils, natural and sewage disposal recharge to the groundwater, and the effect of continued urban development in the Spokane River Valley upon the quality of the groundwater. In summary, he concluded that: 1. In normal precipitation years subsurface disposal of sewage treatment effluent does reach and recharge the groundwater. 2. All the dissolved salts in sewage effluent will be carried to the groundwater. However, bacteria and detergents (phosphate portion) are mostly removed by the deep soil layer above the groundwater and "minor dissolved constituents such as phosphates, which are known to react with soil particles, or nitrates, which are taken up by the plant roots," will be less than the total found in septic tank effluents. 3. The calculated results at the downstream end of groundwater flow line indicate that the maximum range of (dissolved) solids concentration expected at present (1975) is up to 93 mg /1 (milligrams per liter) above the natural groundwater background of 155 mg /1. The forecast year 2020 maximum incremental concentration is 101 mg /1 above the natural background. - 13C - STAFF ANALYSIS - December 18, 1979 PINES NORIA OFFICE PARK - continued 3 - - - The analytical results of the forecast impact of year 2020 when compared with the present impact, both measured in terms of leachate volume and dissolved solids concentration, indicate that the present impact on groundwater quality is already a substantial proportion of the ultimate level. c. Currently, results of chemical analysis show the total nitrogen content of the groundwater as in the range of .8 to 1.1 ppm. A projected incremental increase using Dr. Todd's expected 8.6 percent would result in a range of .86 to 1.2 ppm. Current Federal and State drinking water standards permit up to 10 ppm. d. Alternative sewage disposal methods that would not recharge the ground- water have the following general characteristics: C. Drainage D. Water Supply E. Fire Protection 1. Collector and central treatment systems discharging to surface . waters would require at least tertiary treatment and perhaps more to obtain a permit for the discharge from the Department of Ecology. These systems are not currently economically available for this project. 2. Sealed systems, whether individual or community, depend on evaporation for liquid removal. These systems require more land area than a conventional subsurface drainfield. Some, such as lagoons, have safety hazards associated with them and relatively poor community acceptance. Land, installation and operational cost are generally more expensive than those for septic tanks and drainfields. The County Engineer reports that the preliminary storm drainage plan submitted by the applicant indicates that on -site storm drainage provisions will adequately handle surface water runoff. However, final construction plans should be reviewed and approved by both the County Engineer and Health District prior to the final plat filing. The proposal is located within the recorded service area of Irvin Water District. The District advises the staff that adequate system capacity, and a desire on their part to serve, exists for the provision of water for domestic, fire and irrigation uses. The proposal is situated within the recorded service area of Fire District #1. The Fire District staff requests that the Hearing Examiner Committee require mains and hydrants of sufficient size for fire protection as a condition of final plat approval. The District also requests that they be allowed to review and approve final fire flows and water plans. - 13D - STAFF ANALYSIS - December .s, 1979 PINES NORTH OFFICE PARK - continued 4 F. Schools Proposal lies within the boundaries of East Valley #361. G. Parks The report "Planning for Parks" (revised 1976) indicates that this neighborhood requires a 15.0 acre Community Park in the vicinity of the proposed junior high school. H. Unique Environmental Features None have been indentified. I. Cultural Resources None have been indentified. III. ZONING ANALYSIS The proposed site is currently zoned Agricultural as is property to the east and south of the proposal. Approximately 1,000 feet south of the site the Residential Office zone occurs along the east side of Pines with Commercial zoning and some Multiple Family Suburban. To the west of the proposal is Agricultural and Agricultural Suburban zoning with R -2 zoning to the southwest of the proposal. To the north of the site is Agricultural zoning with some areas zoned Commercial along Trent Avenue. The proposal would most appropriately be zoned Residential Office. The Residential Office zone is found primarily along Pines Road within this general vicinity. IV. ENVIRONMENTAL REVIEW An Environmental Checklist was submitted by the sponsor and has been reviewed by the Planning staff. No significant adverse environmental impacts were judged to exist. Slight adverse environmental impacts were identified on the checklist in the following categories: earth; air; water; flora; fauna; noise; light and glare; land use; population; housing; transportation /circulation; public services; utilities; and energy. The Planning Director issued a proposed Declaration of Non - Significance, and it was circulated to other agencies of jurisdiction. V. CONDITIONS: If approval is granted, the following conditions are recommended. 1. That the plat be designated as indicated on the preliminary plat of record and /or attached sheets as noted. 2. That a statement be placed in the dedication to the effect that no more than one dwelling structure be placed on any one lot, nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without filing a replat. - 13E - STAFF ANALYSIS - December 18, 1979 PINES NOR.d OFFICE PARK - continued 5 3. That appropriate provision be made that the following described property be held in trust until the continuation of the streets be dedicated or deeded: A 1' strip at the ends or edges of all streets that terminate or border the plat boundary. (Temporary cul de sacs are required when streets terminate at the plat boundaries.) 4. That appropriate street names be indicated. 5. That appropriate utility easements be indicated on copies of the approved preliminary plat for distribution to the Planning Department and the utility companies. Written approval of the easements by the utility company must be received prior to the submittal of the final plat. 6. That the plan for water facilities adequate for fire protection be approved by the water supplier and fire protection district. Said water plan must also have been approved by the appropriate health authorities. The health authorities, water supplier (purveyor), and fire protection district will certify, prior to the filing of the final plat, on the face of said water plan that the plan is in conformance with their requirements and will adequately satisfy their respective needs. Said water plan and certification will be drafted on a transparency suitable for reproduction. The purveyor will also certify prior to the filing of the final plat on a copy of said water plan that appropriate contractual arrangements have been made with the plat sponsor for construction of the water system, in accordance with the approved plan, and in accordance with a time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the plat. The contractual arrangements will include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the plat sponsor to satisfactorily complete the approved water system. The plat dedication will contain a statement to the effect that the public water system as approved by County and State Health authorities and the local fire district and purveyor will be installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot. 7. That a certificate of title be furnished the Planning Department prior to the filing of the final plat. 8. That the preliminary plat be given conditional approval to January 1, 1981. 9. That a declaration of Non - Significance be issued, in accordance with Section 11.15.340 of the Spokane County Environmental Ordinance (SCEO) prior to approval, or any approving action in accordance with SCEO 11.15.340. NOTE: The official file contains an environmental checklist for the proposal and a staff review of their checklist as required by WAC 197 -10 -320. �10. That plans, profiles, and cross - sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and /or the filing of a final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. - 13F - STAFF ANALYSIS - December J, 1979 PINES NORTH OFFICE PARK - continued 11. That drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to construction and /or the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 12. Construction within the proposed public streets and easements shall be �j performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "As Built" plans and a certificate in ' writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 13 'No construction work is to be performed within the existing or proposed public l / right -of -way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. 1,4. All construction within the existing or proposed public right -of -way is to be ( completed prior to filing plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "As Built" plans, and monumenting the street centerlines shall be filed with the County Engineer. 15 That a name be indicated before the final plat is filed; such name to be approved by the County Assessor and the Planning staff. 16. The private well located on Lot 4 shall be abandoned in accordance with the appropriate subsections of WAC 173 -160. 17. The plat sponsor shall certify in writing prior to the final plat that there are no other water wells which are within 150 feet of the plat boundary. 18. The plat dedication shall contain a statement which obligates all owners, heirs, and assigns to agree to the management conditions as may be noted on an application for construction of a wastewater system. - 19. The applicant shall develop subject property generally in accordance within the concept presented to the Hearing Examiner Committee. Minor variations when approved by the Zoning Administrator will be permitted, including, but not limited to the following changes: Building location, landscape plans, and general allowable uses of the permitted zone. All variations must conform to regulations set forth in the Spokane County Zoning Ordinance. The original intent of the development plans shall be maintained. 20. 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. "Landscaping must be irrigated." 21. Approval by the Zoning Administrator of a specific lighting and signing plan for the described property prior to the release of any building permits. 22. No direct access be allowed from lots to Pines Road. - 13G - STAFF ANALYSIS - December 18, 1979 PINES NOkrd OFFICE PARK - continued 7 23. Existing County roads providing direct access to the plat shall be paved and curbed to the standards of the County Engineer; curbed on plat side of road. 24. That sidewalks are required along the arterial(s) on Pines Road. 2 5C Public Road Standard TYPICAL Roadway Section: Section Number 1 For Pines Road Minimum Paving width Major Arterial Std. 26. Proposed private road(s) serving 4 lots with future public right -of -way tract. X 27. That the following statement be placed in the plat dedication: WARNING: Spokane County has no responsibility to build, improve, maintain, or otherwise service the private roads contained within or providing service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct alter, repair, improve, maintain, provide drainage or snow removal on a private road. This requirement is and shall run with the 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 as provided herein. 28. That the private road be improved to standards adopted by the Board of County Commissioners. 60 feet minimum easement width; typical roadway section #1, Urban Access Standard. Subject to approval under Section 10.207 of the Spokane County Fire Code. 29. That the dedicatory language of the plat will state, "That each lot be authorized for the use of individual on -site sewage disposal systems." 30. Prior to filing of the final plat, the sponsor shall present evidence that the plat lies within the recorded service area of the proposed water district. Special Conditions 31. That the provisions of SEPA'S NOTICE OF ACTION pursuant to 43.21C.080 RCW and the Board of County Commissioner's Resolution No. 77 -1392 be accomplished by the project applicant within thirty (30) days of formal action by the Hearing Examiner Committee, with regard to the preliminary plat approval; as instructed by the Planning Department staff. 32. That upon filing of the final plat, the zoning be reclassified to residential office. 33. There will be no phasing of the project, and the plat will be finalized in its entirety. 34. That the project sponsor is responsible for requesting an extension of time to review any preliminary plat approval. All extensions applied for may subject the project sponsor to new conditions required by Reviewing Agencies. 35. That the Hearing Examiner Committee sustain the issuance of a proposed Declaration of Non - Significance and recommends issuance of a final Declaration of Non- Significance. - 13H - STAFF ANALYSIS - December .o, 1979 PINES NORTH OFFICE PARK - continued ' 8 36. That a public water system including fire flows, serve each lot prior to the sale of the lot. 37. That final construction plans for on -site storm drainage facilities be reviewed and approved prior to filing of the final plat by the County Utilities Engineer and the County Health District. 38. That the plat dedication contain the statement: "Use of private wells and water systems is prohibited. -131 - Bob McCann Spokane County Engineers Dept. North 811 Jefferson Spokane, Washington 99201 Dear Bob: Pursuant to our conversation yesterday, I felt it would be good to restate what we agreed upon for the record. After reviewing the proposed conditions from your office for Pines North Office Park, I requested that we not be required to construct the sidewalk on the south side of Grace Avenue or on the east side of Pines Road south of Grace Avenue as proposed in Pines North Office Park. This is logical because there will be no immediate users for this sidewalk and any future users will be from the adjacent property. We very much appreciate your consideration in this matter and agreeing to our request of not requiring the above described sidewalk. If I do not receive written notice from you by December 20, 1979, I will assume the contents of this letter are accurate and we will proceed with the project on that basis. SD /mm FELDMAN- PERSON R E AL T O R S December 13, 1979 Si pc ely, Stu Dey enroth Develop ent Coordinator RECEIVE DEC1 71979 NORTH 2206 PINES RD. • SPOKANE, WA 99206 • (509) 92B -5750 TO: PLANNING DEPARTMENT FROM: COUNTY ENGINEER'S DEPARTMENT SUBJECT: ROAD CONDITIONS FOR PLAT PE /359-79 P /WE ,✓ em a4 fs ice zk * CONDITIONS CIRCLED APPLY TO PLAT UNDER CONSIDERATION E.I -that conditional approval of the plat by the County Engineer Is given subject to dedlcatlon of Right -of -Way and approval of the road system as Indicated In the preliminary plat of record. that plans profiles, and cross sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County .Engineer for approval prior to construction and /or the filing of a final plat; road plans to be prepared under the direction of Ilcensed Professional Civil Engineer, that drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to construction and /or the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. E 4 -that the regulations of the National Flood Insurance Program be observed since the proposed plat is affected by a Flood Hazard Zone. construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "As Built" plans and a certificate In writing that all improve- ments were Installed to the lines and grades shown on the-approved construction plans and that all disturbed monuments have been replaced; no construction work Is to be performed within the existing or proposed Public Right of Way until a permit has been Issued by the County Engineer. All work Is subject to inspection and approval by the County Engineer; all construction within the existing or proposed Public Right of Way is to be com- pleted prior to filing the final plat or a bond In the amount estimated by the County Engineer to cover the cost of construction of Improvements construction certifica- tion "As Built" plans, and monumenting the street centerlines shall be filed with the County Engineer; E 8 -no direct access from lots to 1/2 Right of Ways until such roads are constructed to County Standards and established as County Roads; E 9 -no direct access from lots to Stub Road connections until such roads are constructed to County Standards and established as County Roads; EIO -road design, construction, and drainage control for 1/2 Right of Ways and Stub Road connections are the responsibility of the Developer; E- 11-that appropriate provision be made that the following described property be held In trust until the continuation of the streets be dedicated or deeded: A 1 ft. strip at the ends or edges of all streets that terminate or border the plat boundary. (Tem- porary cul de sacs are required when streets terminate at the plat boundaries.) E12 -that Individual driveway access permits be required prior to Issuance of a building permit for driveway approaches to the County road system. Eli-dedication of additional Right of Way along additional Right of Way along additional Right of Way along 67 . 31 - no direct access be allowed from lots to Pisves Fogy/ E15 -that a statement be placed In the plat dedication providing for future slope ease- ments as required by Spokane County along existing County roads providing direct access to the plat shall be paved and /w curbed to the standards of the County Engineer; curbed on plat side of road. E17 -that all public roads within the plat be curbed and /or paved to the specifications of the County Engineer; n() that sidewalks are required along the arterial(s) on Pi/tit S AAA's/ . Public Road Standard TYPICAL Roadway Section (1) Section Number / For Rivas xL4d Minimum Paving width fh /o2 AT Atja/ Ste. (2) Section Number For Minimum Paving width (3) Section Number For Minimum Paving width (4) Section Number For Minimum Paving width E20 -that the owner, his grantees and assigns agree to participate In and not oppose or protest a future Road Improvement District or County Road Project on to satisfy the requirements of the County paving policy. in condition may be rescinded If the County Engineer determines that paving and /or curbing Is necessary for control and disposal of storm water runoff; E21-that the sponsor shall prepare and submit to the County Engineer a design proposal acceptable to the State Highway Department of the proposed State Highway-County Road intersection. State Highway Department approval ofthe proposed design gmu Highway filing received prior to the ling of the final plat. Im p rovements to the State are to be the responsibility of the Sponsor and may either be constructed or a bond to cover the cost of such improvements furnished to the County Engineer In the amount as determined by the County Engineer and the State Highway Department. proposed private road(s) serving lots with: C-Rno extension possible; ex- tension to serve 8 or less lots; -- j future pub1 of Way tract; E23 -that private road(s) be Improved to standards adopted by the Board of County Commis- sioners; minimum easement width; minimum improvement width. Sing - arTo approval under Section 10.217T of — YTie SPflane County Fire Code. E24 that the following statement be placed in the plat dedication: WARNING: Spokane County has no responsibility to build, Improve, malntaln, or other- wise service the private roads contained within or providing service to the property described In this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property 00 a private ruad, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, Improve, maintain, provide drainage or snow removal on a private road. This requirement is and ;hall run with the land and shall be binding upon the owner their heirs r�: cessore or actions Incl'i it tIA.? t obligation to parti- cipate in th r the maintenance :>I f s l private road at provide OVER) -- OFFICE OF CUUNIY ENGINEER - SPOKANE COUNTY, WASHINGTON pscEmSE,e / /979 e Li rVAv TC,r yr'yct# ada - Ced b .. 60 Pt m'a% Sec.Tt o A) NV) •- AeProd PA_ uN cl esz. P,'2E et, de �oAd la& rn9ro0cc( .,-7T �. ccl =Se, 5-1-r,r 6, a2r7.. S„h1PrT TA Se.cAtoo) o - Tte S - FokAn1C- Cou,vTy T e ST.4 ri A.LrS ea /72 CS »'n &/2 . • lArh 2 V TO: PLANNING DEPARTMENT FROM: COUNTY ENGINEER'S DEPARTMENT UFF ICE OF CUUN I Y ENGINEER ,SPOKANE COUNTY, WASHINGTON SUBJECT: ROAD CONDITIONS FOR PLAT PE /359 -79 AWES Noah * CONDITIONS UIRCLED APPLY TO PLAT UNDER CONSIDERATION E I -that conditional approval of the plat by the County Engineer Is given subJect to dedlcatlon of Right -of -Way and approval of the road system as Indicated In the preliminary plat of record. that plans profiles, and cross c ins as s ned to County standards showing proposed street centerline and cuurb rb grades be submitted to the. County Engineer for approval prior to construction and /or the filing of a final plans be prepared under the direction of a licensed Professional Civil Engineer, that drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to construction and /or the filing of the final plat. Drainage plans to be prepared under the direction of a Ilcensed Professional Civil Engineer. E 4 -that the regulations of the National Flood Insurance Program be observed since the proposed plat is affected by a Flood Hazard Zone. construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "As Built" plans and a certificate In writing that all Improve- ments were Installed to the lines and grades shown on the approved construction plans and that all disturbed monuments'have been replaced; no construction work Is to be performed within the existing or proposed Public Right of Way until a permit has been Issued by the County Engineer. All work Is subject, to Inspection and approval by the County Engineer; all construction within the existing or proposed Public Right of Way Is to be com- pleted prior to filing the final plat or a bond In the amount estimated by the County Engineer to cover the cost of construction of Improvements construction certifica- tion "As Built" plans, and monumenting the street centerlines shall be filed with the County Engineer; E 8 -no direct access from Tots to 1/2 Right of Ways until such roads are constructed to County Standards and established as County Roads; E 9 -no direct access from lots to Stub Road connections until such roads are constructed to County Standards and established as County Roads; E10 -road design, construction, and drainage control for 1/2 Right of Ways and Stub Road connections are the responsibility of the Developer; E-11-that c1 trust until appropriate the continuation b made the the following streets be dedicated described or deeded: property 1 ft. strip at the ends or edges of all streets that terminate or border the plat boundary. (Tem- porary cul de sacs are required when streets terminate at the plat boundaries.) E12 -that Individual driveway access permits be required prior to Issuance of a building permit for driveway approaches to the County road system. E13- dedlcatlon of no direct access be allowed from lots /o� /979 office e f%vjk additional Right of Way along additional Right of Way along additional Right of Way along t o f, ie c .00 4d E15 -that a statement be placed In the plat dedication providing for future slope ease- ments as required by Spokane County along existing County roads providing direct access to the plat shall be paved and /an curbed to the standards of the County Engineer; curbed on plat side of road. E17 -that all public roads wlthln the plat be curbed and /or paved to the specifications of the County Engineer; that sidewalks are required along the arterial(s) on fijnF4 RaA(i . Public Road Standard TYPICAL Roadway Section (I) Section Number For Minimum m Paving width ,we Std. (2) Section Number For Minimum Paving width (3) Section Number For -- Minimum Paving width (4) Section Number For Minimum Paving width E20 -that the owner, his grantees and assigns agree to participate In and not oppose or protest a future Road Improvement District or County Road Project on to satisfy the requirements of the County paving policy. Ibis condition may - b - T1 rescinded if the County Engineer determines that paving and /or curbing Is necessary for control and disposal of storm water runoff; E21-that the sponsor shall prepare and submit to the County Engineer a design proposal acceptable to the State Highway Department of the proposed State Highway County Road Intersection. State Highway Department approval of the proposed design Highway received prior to the filing of the final plat. Improvements to the Sta mu are to be the responsibility of the Sponsor and may either be constructed or a bond to cover the cost of such improvements furnished to the County Engineer In the amount as determined by the County Engineer and the State Highway Department. proposed private road(s) serving lots with: no extension possible; ex- tension to serve 8 or less lots; -- f� future public Hight of Way tract; E23 -that private road(s) be Improved to standards adopted by the Board of County Commis- sioners; minimum easement width; minimum improvement ` width. SutijecY To approval under Section 10.2 07 err SpoT<a ne County Fire Code. E24 that the following statement be place:: in the plat dedication: WARNING: Spokane County has no responsibility to build, Improve, maintain, or other- wise service the private roads contained within or providing service to the property described In this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property OH 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 nalurs! whatsoever to establish, examine, survey, construct, alter, repair, Improve, maintain provide drainage or snow removal on a private rood. This requirement is and ;hall run with the land and shall be binding upon thy own r' tth8i heim', n :ce : •, on' dr a , ,ions incl,Ji s ttjo obligation to parti- cipate in ` t n he Maintenance 41 � tho private ((Jail a., provided ti ,.rein. /nVERZ) ti E li TVArT 'VLF r_a_nattEi- Road 66 °e / STA 4 I ." :5 5 •ov 5 60- m 4,44 EAs 6)7 / acti7 to ; Y'frrJrAt keteir hi) A e C.- L • • • • P1?yr,c-oo u1/41.1 et 6.111. Se. on) 16 .7-0 fr ThE Sp Co a Airy Fitze Co da 5 de w k- 01 if On 0 •V e S s 4r Ala g ea ti — Indicate the size of • IMPROVEMENTS Is dedication of any No. ( x ). Yes ( Number of bedrooms Pa/es Z- c E �fl • EXHIBIT A PRELIMINARY PLAT APPLICATION FORM ALL•SIGNATURE BLOCKS (ON PAGFS 2 AND 3) MUST BE FILLED IN, IF APPROPRIATE, BEFORE - RETURNING TO THE PLAT ADMINISTRATOR. Part I - To be completed by applicant and surveyor AREA AND DISTANCE****************************************** * * * * ** * * ** * * * ** * * * **** * **t*t* ** Total amount of land in this Subdivision: 4, - 7 Acres Total Number of Lots `' 4 Proposed density of the Plat: C /„- / r?c+c >. - .86 Lots /Gross Acre Total amount of adjoining land controlled by this owner or sponsor: Proposes Use of controlled adjoining land: 44;A /g A4 A)E What is the driving distance in miles to the nearest fire station? 2 tip n ,,. eta lsrce. ; Shopping facilities? 'z n / _ innl Municipal Boundary' / //twit. • Paved street or highway x��MNr.na ? LAND USE*************************************■** * *r* * ** * ** * * * ** * **** * ***** ****t ►*►►sirs *** * * **** Indicate the proposed land use of the plat: Single'Family Dwellings ( ). Duplexes ( ). Indicate lots for duplexes: Multi - family dwelling units ( ). Indicate which lots: Mobile Homes ( ). Other ( )4-). Describe other uses: O FG;c er Describe any non - residential use proposed in the Plat: t r ,,,,%/ tens; r7`0J y s e %fs ' �r 0 W2ce. nxe What is the present use of the property proposed to be platted? l�A /Aw1T List type of uses: Cultivated land: acres. Pasture: acres.... Timber: acres. Vacant: acres. Other:: Is keeping of animals desired? No ( x ). Yes (. ). Type: Do you plan to file the Plat in its entirety as proposed, or will it be a multi- phase' deve - lopment? p 6C ,.1 17 orAJ7 117Ply - To what level of improvement will streets be constructed? Gravel ( ) - Minimum., Curb and Gravel ( ). Curb and Paved (X ). Paved only ( • ). Describe any combinations of above: What is the time period expected for complete development of the Plat:. 2-:3 Yes. Street improvements completed? /vie- y Substantial number of lots occupied? land for public use contempleted? (Parks, schools, etc ). Describe: units proposed to be constructed: tlOO 5,F.orro l - 4oas-a • Estimated Sale Price - OVER- Square feet Acres Acres Will buildings be built on the lots before they are sold: No ( x ). 'Yes ( ). Will any special deed restrictions be included in the sale of lots? No ( ). Yes ( K ). If "yes ", explain: eowi.in„.,,r,l DP, 1 0 v,. IAV1 0 nsc F n.,. .».,l tl, r,./ �„y geri 4 ,/ --4 PAT Pi[Fi UTILITIES **************►*►********************************►***** ** * * * * * * ** * ** * * * * ** * * ** * * * * * * ** Indicate the proposed method of sewage disposal: Septic tank ( )C ). Lagoon ( ). Treatment plant ( ). Other, or combinations (Describe) Indicate the proposed source of water supply: Individual wells ( ). Public system ()Q ). Private community system ( ). Indicate method cf extending service to the lots (Dwellings): Underground utility easements (')t ). Overhead utility easements ( ). Utilities in streets ( ). No easements ( ). * /n a'%'StS Indicate the distance from this proposal to the nearest existing water main' o•,'.as ec- itfeet(ser«.. - -- Indicate size of nearest main: inches. UTILITTF4 - ( Continued)*****************iikikkk*i*k * ** ** * * * * * * * *** * * * * ►i *•kiik *•i• List utility companies or districts expected to provide service to this Plat: Electricity: -Gas: Water: /2d& Phone: SURVEYORS SEAL: NOTARY SEAL: PRELIMINARY PLAT APPLICATION FORM (Continued) '(Signed) Date: (Address) NOTARY EXHIBIT A Phone: Zip: Date: signature and title — � -1 Page 2 ACKNOWL1:m•LE TS * ► ►kk ►kk ►k ►k ►k ► ►ikk *k*kkkkk *k► ►iii ► ►k *k*► ►kkkkki *k•kk► ► ► PROPOSED PLAT NAME: .) -S d,2� l��Fl �nze_. I, the undersigned, have completed the information requested, and the Preliminary Plat has been prepared by me under my supervision in accordance with the requirements of the Spokane County Planning Department and the laws of the State of Washingtin. (Signed) Date: (Address) Phone: Zip: t. I, the undersigned, swear under the penalty of perjury that the above responses are made truthfully and to the best of my knowledge. I further swear that I AM THE OWNER OF RECORD of the site proposed as the preliminary plat, or, if not the owner, attached here- with is written permission from said owner authorizing my actions on his or her behalf. I also understand, should there be any willful misrepresentation or willful lack or full disclosure on my part, Spokane County may withdraw any declaration of. non significance that it might.issue in reliance upon this checklist. Part II - to be completed by water purveyor A. This subdivision (is) (is not) situated within our service area. B. We are (able) (not able) and willing to, supply this subdivision with adequate water for. (domestic) (fire) (industrial) (commercial) uses. C. Satisfactory arrangement (have) (have, not) been made to serve this proposal. D. Signature (only when items A, B & C are true and completed) purveyors name signature and title date ***•******* i****************************** * * * * * * * *** * * * * * * * * * * * * *** * * * * ** Part III -to be completed by Health District A. Health District staff has completed a field investigation of the site. B. Health District requirements for preliminary plats have (have not) been satisfied. C. Signature ***************************************************************** * * * * * * * * * * * ** * * ** * * * * * *** * * * * ** EXHIBIT A PRELIMINARY PLAT APPLICATION FORM (Continued) Page 3 Part IV - to be completed by County Engineers Office A. County Engineers Office requirements for preliminary plats have (have not) been satisfied. Swbi 0 A ?pre uot o4 Dratnagc 9 ani Goat .subr..ksto& a..ct eer.,Pt1 view CG .., ;t o0. b\TE ektu el oe n,eNY Pi iv B. Signature * * * * ** * * * * * ** ture and title /i / /3/ 77 date ►*** * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** *w as* * * * * ■ * *s * * * * * * ** ** * ** Part V - to be completed by County Utilities Dept. A. County Utilities Department requirements for preliminary pla satisfied. B. Signature Planning Department Information This part to be completed by Planning Department Hearing Date: (have not) been / /5 / 71 gnature and title date Date Submitted: Preliminary Plat Fee: Date Accepted: Checklist Fee: Plat File No.: Zone Change File No. Plat Name: Existing Zoning: Number of Lots: Date Established: Location: Sec. T R Advertised Zone Change: School District: Checked by: 15 t2J NO 0 0 0 0 .- 0.0 0 0' a) 0C tT Cr O 1 p L() 11) ' Lt) i• C- L- ♦ ♦ * 1 - o 10 4V Q Wm O k ,y ¢ O • fV M ui f 0 K LL w LL 0 W (3 z S u 99 N3 0 0 0 0 0 0 0 0 CO re i Pi M 0 . G L� C' C-- 4 O C- O -k t: • .1 •O O U N O Y V N � O -[ t,) w 0. i9 0 m m .E a a E i c > J u m m E i t E 4.4 « - o U C O .E '` a 0 O • 0 O ▪ rn N • O • m c O U n c o E U F a (05 - O 2 m w • 0 cn d C « c - , C — 0 CO o CO W 0/ p c m > • y L O U) > > . _ y 2 _ 020 C a C 0 W M —_ t Q CO Q C -5 0 U U d ° C cc d U CO m op L 1° LL m U C • o p m O 'y a > N C « y O w m « ' EL CO m -0 w cc X O 3 « 77 0 d lc( w Q J. O co uj E ' N 3 U N m w m N Q. m 3 n • \ : c w w m • E m \A U - O O 4-0° C LLF —y U 2 N t a d O C g � ' ? ° — ti .� . - O Y O m 0 « U cr U N J C JCA� 2 m m m > o co E m m ` d' Eh ° t C O. W Oi - 0 4' O. c 'c W n d a ■ 1- F 1. i E' is �.. ✓�M' IINP.. trAiltJbi yt; :te -�. X " s t. ; VLUs 4 1`^'f a Pfl0"t' y ;,@. C � '{� . 1. ^. 4 :a: ;3„ti.� .'�•d,.. ,�..... , v T 1dY! :w `oIA'AS `P`c + � � ' 'JQ 1 ; �p� r.^Q f UICE L r� tti col„ ; unory 'EASE. H EASkmk-Nr I 11 EASE I I 5 , 1 7 j. h- 5 0N L/NE- .0 50,779c- 1 6 I 5 , 00. ----1 -- 1 0 ...__ --, ^a. cl; N89°55 465.00' 0 ;lump • .4; 4 t . 1 ; .50 cl /16 / A -- j 7t) (11NPLATTED) I j WCRES.5 , EGRESS 3 UTILITY EASE 1 c:S - 33.5.001 ( t) 4 9 j `15 - 3/ - tai _ .2 7 yr ki ot _ _ - X c_ _ - 3.5. 5 _ 7;4?4P/11c16— R. . — :e7c). :, .' ,./ .._ . 4CE :...]. 1._ .14.1,zr— , )_ c.-- Tc_) / .52 ,- „ q it + 15 HO ' • LO 389°55'28"W, 465.00 (U11 7 C ) ') ...- . • • 9 J Id UTILITY EASE -H 0 t. FROM: James P. Emacio, Chief Civil Deputy DATE :. June 8, 1981 RE: Feldman /Person, Inc. Indemnity Ag41A MEMO TO: Wallis Hubbard, Director, Planning Department Attn: Steve Horobiowski, Plat'Adm • • IVED all! 1 7 1981 KANE COUNTY G DEPARTMENT This inter - office memorandum is in response to the Planning Department's concern relative to the above - captioned matter. On'Friday, June 5, 1981, I presented to the Board of County Commissioners of Spokane County the proposed division of a parcel of property by Feldman /Person, Inc. into three parcels of property - one parcel to be sold to Kaiser for the purpose of the construction of a building to house certain computer and /or office facilities. The Planning Department, based upon prior directives from the Board of County Commissioners, was of the opinion that the proposed subdivision, although administratively createable under RCW Section 58.17.210, was inconsistent•with prior directives from the Board of County Commissioners. Those directives specifically indicated that the Indemnity Agreement authorizing the creation of lots, tracts or parcels inconsistent with the provisions of RCW Chapter 58.17 could only be used to create two lots, tracts or parcels. The Board of County Commissioners of Spokane County after very carefully reviewing the indemnity proposal of Feldman/ Person, Inc. in light of the location of the parcel of property, the surrounding land uses, the use to be put on the Kaiser parcel of property, and their understanding that all agencies contacted acquiesced in the proposed subdivision, have directed that I advise you on their behalf to administratively allow the creation of three parcels pursuant to RCW Section 58.17.210 as set forth in the indemnity agreement for the Feldman /Person, Inc. sub- division. This directive should not be construed to authorize or condone the administrative acknowledgment of other subdivisions containing three lots, tracts or pracels. The Board desires tp continue their policy of only allowing the indemnity agreement to be authorized in any emergency situation under RCW Section 58.17. 210 for two lots. is J.P.E.. • Richard S. Adams, P.E. Robert S. Adams, L.S. James F. Benthin, L.S. Daniel B. Clark, L.S. Randall D. Raines, P.E. Founded 1946 ADAMS, BENTHIN & CLARK, INC. Civil Engineering - Land Surveying - Land Planning W. 1803 Maxwell Ave. • Spokane, WA 99201 ,• (509) 328 -5853 Tract "A" — Kaiser Aluminium ATTACHMENT "A" June 4, 1981 LEGAL DESCRIPTION That portion of Lot 4, Block 1, Pines North Office Park located in the NW 1/4 of the NW 1/4 of Section 10, Township 25 North, Range 44 East, W.M., Spokane County, Washington, described as follows: Beginning at the NE corner of said Lot 4; thence S0 ° 07'15 "E, along the east line of said Lot 4, 160.00 feet; .thence S89 ° 55'28 "W 143.00 feet; thence S0 ° 04'32 "E, 120.94 feet to the point of curve of a 247.34 foot radius curve to the right; thence along the arc of said curve through a central angle of 25 °54'41" a distance of 111.86 feet; thence 525 "W, 9.94 feet to the north line of Grace Lane, a private road, and a point on curve of a 375.26 foot radius nontangent curve to the left, the center of circle of which bears ° 07'36 "W; thence along the arc of said curve, through a central angle of 4 ° 34'54 "; a distance of 30.01 feet; thence leaving Grace Lane N25 ° 50'09 "E, 9.94 feet to the point of curve of 217.34 foot radius curve to the left; thence along the arc of said curve, through a central angle of 25 a distance of 98.29 feet; thence N0 ° 04'32 "W, 120.94 feet; thence S89 ° 55'28 "W, 147.00 feet; thence N0 ° 07'15 "W, 55.85 feet; thence N45 ° 07'15 "W, 21.21 feet to a point on the west line of said Lot 4; thence N0 ° 07'15 "W, along said west line 89.15 feet to the northwest corner of said Lot 4; thence N89 ° 55 1 28 "E, along said north line 335.00 feet to the point of beginning. Richard S. Adams, P.E. Robert S. Adams, L.S. James F. Benthin, L.S. Daniel B. Clark, L.S. Randall D. Raines, P.E. Founded 1906 Tract "B" ADAMS, BENTHIN & CLARK, INC. . Civil Engineering - Land Surveying - Land Planning W. 1803 Maxwell Ave. • Spokane, WA 99201 • (509) 328 -5853 June 4, 1981 That portion of Lot 4, Block 1, Pines North Office Park located in the NW 1/4 of the NW 1/4 of Section 10, Township 25 North, Range 44 East, W.M., Spokane County, Washington, described as follows: Beginning at the NW corner of said Lot 4; thence SO ° 07 1 15 "E, along the west line of said Lot 4, 89.15 feet to the True Point of Beginning; thence S45 ° 07'15 "E, 21.21 feet; thence S0 ° 07'15 "E,' 55.85 feet; thence N89 ° 55'28 "E, 147.00 feet; thence S0 ° 04'32 "E, 120.94 feet to point of curve of a 217.34 foot radius curve to the right; thence along the arc of said curve, through a central angle of 25 ", a distance of 98.29 feet; thence S25 ° 50'09 "W, 9.94 feet to a point on the north line of Grace Lane, a private road, and a point on curve of a 375.26 foot radius nontangent curve to the left, the center of circle of which bears S23 ° 32'42 "W; thence counterclockwise along said curve, through a central angle of 21 ° 22'30 ", a distance of 140.00 feet to a point on the west line of said Lot 4; thence N0 ° 07'15 "W, along said west line, 264.55 feet to the True Point of Beginning.. Richard S. Adams, P.E. Robert S. Adams, L.S. James F. Benthln, L.S. Daniel B. Clark, L.S. Founded 1946 Tract "C" ADAMS, BENTHIN & CLARK, INC. Professional Civil Engineers & Land Surveyors W. 1803 Maxwell Ave. • Spokane, WA 99201 • (509) 328 -5853 May 27, 1981 That portion of Lot. 4, Block 1, Pines North Office Park located in the NW 1/4 of the NW 1/4 of Section 10, Township 25 North, Range 44 East, W.M., Spokane County, Washington, described as follows: Beginning at the NE corner of Lot 4; thence S0 ° 07'15 "E, along the east line of said Lot 4, 160.00 feet to the True Point of Beginning; thence continuing S0 ° 07'15 "E, along the east line of said Lot 4, 280.00 feet to the SE corner of said Lot 4; thence S89 ° 55'28 "W along the south line of said Lot 4, 110.00 feet to a point of the north line of Grace Lone, a private road and a point on curve of a 375.26 foot radius nontangent curve to the left, the center of circle of which bears S39 ° 38'16 "W; thence counterclockwise along the arc of said curve, thru a central angle of 11 ° 30'40 ",a distance of 75.39 feet; thence leaving said Grace Lane N25 "E, 9.94 feet to the point of curve of a 247.34 foot radius curve to the left; thence along the arc of said curve, thru a central angle of 25 °54'41 ",a distance of 111.86 feet; thence N0 °04'32 "W, 120.94 feet; thence N89 ° 55'28 "E, 143.00 feet to the True Point of Beginning. 3 o ,_...building Codes I)epartment tom Planning Department. - r 1/4• liulldfng Pernut J 1 1 OFFICE IIF THE SPOKANE COUNTY PLANNING DEPARTMENT Dare_ osc . - - - - - 19 The I'lannurg Department has received a request front �jr 74. _[ 4',4/x( /76456Aj for the release of a huildiny hermit . on the property as described on the dtuichr affidavit /legal description. It has been determined that a building permit should be issued under the previsions of IiCW 58.17.210. This memo and attached affidavit /legal description roust accom- pany the building permit application: 4,/Aernik- 4T 7j E'- * *This release will not authorize the holder to construct or apply for a building permit to construct more than one Fesidenee on the lot described below. � • 9J"/ 1;�tC � r. 2 d OFFICE ?!F THE SPOKANE COUNTY PLANNING DEPARTMENT . D'Oce_-- ,3i2 ^ —. � • 19 _ Building Codes pupal •om Planning Department ubj.ct ?Orin! t. The I'lannucg llc [JO rtcnent has received a request hum 'TS' 6 /'ei,J °n/ for the release of a building permit on the property as described on the attached affidavit /legal description. IL has been determined that a building permit should be issued under the provisions of IUCW 5[3.17.213. This iueino and attached d[[iddvit /le description must dccom- c r pany the building permit a-pplication.// /f ii 6T.e4er * *This release will not authorize the holder to construct or apply for a building permit to construct more than one r- es:iclenee on the lot described :below. aryrderufE 7244/-4-- /n/ INDEMNITY AGREEMENT THIS INDEMNITY AGREEMENT made and entered into this 3rd day of June , 1981, by and between P'eldman- Person, Inc. hereinafter referred to as the "Indemnitor," and Spokane County, a political subdivision of the State of Washington hereinafter referred to as the "Indemnitee, ". jointly, hereinafter referred to as the "Parties." W I T N E S S E T H: WHEREAS, the Board of County Commissioners of Spokane County pursuant to the provisions of the Revised Code of Washington Section 36.32.120(6) has the care of County•pro- perty and the management of County funds and business; and WHEREAS, the provisions of RCW Chapter 58.17 regulate the subdivision and resubdivision of land within Spokane ability County; and WHEREAS, RCW Section 58.17.210 recognizes the of political subdivisions and municipal corporations to issue building permits on lots, tracts or parcels of land created contrary to RCW Chapter 58.17 or short plat ordi- nances adopted pursuant thereto-when the issuing authority_. finds that the public interest will not be adversely affected;.. thus, tacitly acknowledging the legal ability of such municipal corporation or political subdivision to acknowledge lots, ._parcels or tracts so created; and / I�' WHEREAS, the indemnitor intends to sefn'egate, and /or is now the owner /builder of which have been created contrary to RCW Chapter 58.17 and desires to obtain building permits on said as recognition of such tracts as buildable • • .1 ?.r K ' s.,.. ten, �;: c'' ,; • hereinafter has segregated, and /or certain .tracts of property tracts as well sites; "mot^'At, 5 cep,,4 - .4 r _ " `• : ". .. "� :1'.'"► ° .y�- NOW, THEREFORE; for and in consideration of Spokane County recognizing those tracts delineated as A; B and C respectively in Attachment "A ", attached - hereto and in- corporated herein by reference, as well as releasing building permits on the same by the Spokane County Building & Safety Department and a finding that the recognition of such tracts as well as the issuance of building permits thereon will not be contrary to the public interest, the indemnitor hereby agrees for indemnitor's successors and assigns to indemnify and hold harmless the its successors and assigns and all its officers and employees against any and all actions, causes of action, claims, demands, damages, costs, expenses (including attorneys' fees) suits and compensation on account of or in any way growing out of damages which may be claimed by any person including builders to themselves or their property either personal or real by reason of. Spokane County recognizing the attached tracts as lawful building sites and through the Spokane County Building & Safety Department issuing building permits on such tracts. It is understood that all other provisions of federal, state local laws, ordinances and regulations must be complied with by the indemnitor in conjunction with the issuance of building permits on those parcels of property'; attached hereto as Attachment "A ". The indemnitor agrees at the option of the indemnitee to defend against any claims brought or actions sought against the indemnitee with respect to the subject of the indemnity contained herein, whether such claims'or actions are rightfully or wrongfully brought or filed. The indemnitor agrees to reimburse the indemnitee for any necessary expenses, attorneys' fees or costs incurred -2- 13y: in the enforcement of any part of this agreement. • This indemnity agreement contains the entire agree- ment between the parties hereto. The terms of this agreement are contractual and not merely recitals. The indemnitor states that he has carefully read the foregoing indemnity agreement, knows the contents thereof, deed., and that he has signed the same as his own free act The indemnitor further states that he has been ad- vised to contact legal counsel prior to executing this agree- ment. IN WITNESS WHEREOF this agreement has been executed on the day and year set forth hereinabove. FELDMAN -P O,N By /// f� INDE17 • TO By -J. G ant Person, Secretary STATE OF WASHINGTON ) ss COUNTY OF SPOKANE ) . On this day personally appeared before me J. Grant Person, Secretary of Feldman- Person, Inc. to me known to be the individual described in and who executed the within and foregoing instru- ment, and-acknowledged that he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. 7 .- GIVEN under my hand an offic al seal this \ day of 1981c ATTEST: VERNON W. OHLAND Clerk of the Board Deputy Clerk (.Notary Pu lie in and for the State \of - Was in ton, residing at Spokane BOARIJ ! OUNTY.COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON . - 1" • 9 N89°55 30.00 SECTION CORNER Existing 11/2 IP in Concrete with Copper Pin. RP; 3Q.0 t. • • • WATER LINE EASE. S 89°52' 45"W /3000' R120 00' T = 20 00' L=31. 42' 589°52 L) , G • RACE I*. co tc- \T- . ga , \* WATER LINE EASE. . . —30'- 0 `- Lr) R 20.00, " L /19 I — t 1 28 u E, 2660.29' Existing 8rofs Cop 00 9°55 (1.) Tack in Fence Corner Post- 58 (2.) Tack in Power Pole- NW 29.03' (3.) Tack in Power Pole- E 49.99' (4.) + in Conc. Curb - SW 28.05' # in Conc. Curb- SE 44.05' N89°55'28 "E, 465.00' R=37526 L 95 00' , t. • 0 .0 (i) 1 p 9" cz • (UNPLATTED) 9°36W 29.7/' 2 8 9°6 zb 40' is INGRESS EGRESS a r A -227 l -16) 6 j 11- ri Q V ° LZ 1 S 177-- is IN6 416 L c .i6 t 2 -9 (s 09 „ ( 39° # 7 41 s :66 2 ' 6 8 =453/ 4 f s 8 T 9°52 w-- I RACT ( x),5) 5 < - —914 • 6' 0 - • 0 - 41 . 500 — 33 /fry1 1 4A/E - /5 N8 9°5045"E 95 .00 • ei 62.68' S89°55'28 N'M CORNER- Found 10" /.P in concrete on south right of way line of Euclid Avenue (Set by Zenner- /9/0) County Corner A. 2293. Set RP; RR Spike, in center , of traveled asphalt, with + on lop. i (1.) NW, 2Z95 Cl.) NE,.28.51 2. ' 0 50.36 & IN ' 0` \ L.! 0 6) L o ' e_tirk 1 1 • I Q, z2.4;* SI 4 ) 2.4 4 P - "rz -- 56 ' C O UTILITY EASE.---I L 111 (a O"7 sc. — 110.00 ••• ) -7-- e- Z- •• • E 2,885,000 E 2,890,000 x 93 N 270,0 0 I N 1 Q v W N z CIT L( i ct Cr) O Z C O r 2 / BLOCK 3 GRACE t . t AVENUE _ ELGcKr - - g_ 2 W 30 0' 2;1 E, 3 -- 30 CG — — 10• UTILITY EASE.- - - I5' WATER LINE EASEMENT N --- /0 COMN'UNICATION LINE EASE Doc No 50/779C S 89 °52.45 „W 130 /0 - - WATER LINE EASE —15' H=21' 00' ,- =20 00 • L =3/ 42' S 8 9 °52'45 "W 130 00' WATER LINE EASE R - 375 26' L = 15 00' S89 °52'45 "W, 9 5 00' t . T P/NES NORTH OFFICE M A PORTION OF SCALE l 25 k7= 39 °45' 0 i t 4-00c //4 Chi 'lf_k Fxislin7 / irirh Pipe R P. (i ) 12 Pine .Stump - S W /4 K8' on Sidewalk - ;E 26 II' '3.) + on .Sidewalk NE 36 0' SPOKANE COUNTY, WASHINGTON (UNPLATTED) N89 °55 28'E 465.00' INGRESS, EGRESS 8 UTILITY 4 EASE. J -. 77 ?/4C7 - " - - - //500 - _ S 9 ° 52 45" W-- -� �_ G p 33'..-0 5 Cj GRA ,..15' 1 144/ /N89 °52'45'E. 95.00 . cam= ° 'q <, N.R= L. -3/ 42 20.00' . -/. i ( ` �- /rr T_20.0%' ' -- _24/ ' .95 ;Z> (UNPLAT TED) THE NW %$, SECTION /0, T. 25N, R 44E, W M. 57-5 , 3; 2 62.68' S89 °55'28 "W, 465.00' t; )' n "' off o h C ') 4 ) ) 4 FINAL PLAT Adams, Benthin & Clark, Inc. Civil Engineers & Land Surveyors W1803 Maxwell Spokane, WA 99201 Phone 328 -5853 335.00' 50.36'' oft off' N14 CORNER - P,4R MARCH, /980 Found 11 I P in concrete on south , . , ght of woy /In& of Euclid Avenue ( Set by Z a?ner- 19 , County Corner No 229' Set RP; RR Spike, in c&n ;;er of traveled asphalt with + on !op. (l) NW, 2795 ( 2 ) N 2 8 . 5 / ' /0' UTILITY EASE. 110.00' _J DE A is it this nagcrT ditions r - •nager • .t s , ens it 'ie s� lisposoi IS IT t rr.-rf; - eb y LEGEND SET' MONUMENT (No. 4 rebor) - -- - FOUND MONUMENT - - -SET No. 4 REBAR, at all lot corners - SET No. 4 REBAR, at street centerlines BASIS OF BEARIIVG Heir -s ar signs r; `r by .: r� t Y .ia . rr if such + e s an n �_ .p PLAT BOUNDARY LINE - SET COUNTY STANDARD MONUMENT -No. 4 rebor w i t h p l a s t i c cop m k d . A . B . C . Inc. 73/7/13315 - - - West,line.of NWI /4,[cSection 10, T.25N., R.44E., WM. SO °07'/5 as shown on Document No. 790/256075. - o -1 - 0 .;rage tor a DEDICATION NOW ALL MEN BY., THESE PRESENTS, .that Stanley; E. Ellertsen,. Harold E. Smith and Evelyn L. Gdssman'as roof ✓iduol; aria Felarrar- r- PerX�r • Inc. have caused to be platted- into Lots Blocks and Streets the land shown hereon to be known as PINES c.JFFICE PARK, ';r�ia Irjrr,,' being that portion of. the Northwest quarter- Northwest quarter of Section 1,0, Township 25 North; Range 44- East,` Srokane County, Washington described as follows: Beginning at the northwest corner of said Section" 10; thence SO°07 "E, along the west line of the NW 1/4, of said Section 10, 44C.O0 feet; the cP N89°55 28 E arallel with the north line of the NW 1 4 of Section 10 30,00 .feet to a point on the eosterly right wa P � . P Y 9 Y line of r i Pines Road the True ,Pont of Be ginning; thence continuing !' N$9°55 28: E 465.00 t.feet ,thence SO 0715 E arallel' with the west I,nF f tt, 9 9 9 . P o e NW 1/4, of said Section 10, 440.00 feet; thence S89 °55 28 W,; parallel with the north line of said Section 10, 465.00 feet, to th�E: inter- section with the easterly . . " ° ,. - ' a. right of of c . 1f 0 ght o way line of Pines 'Road, thence N0 07 15 W,;;paralfel with the west one o the NW 1/4 Se_t,or �, 4'40.0.. eet, to the True Point of Beginning, and they do hereby rovide Tract” X as shown hereon for future public " -right of way subject tc- declaratror of covenants recorded - .77980 under Auditor's document number-8006/7,0/.98 which by reference is made a .part hereon. A public w.-ter system, as approved by County and State health authorities and the local fire district and water supplier (purveyor) will oe . ,stalled withir -this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot, prior to sale of eock lot. Each lot is authorized the use of on, individual on - site sewage system. No direct access shall be allowed from Lots 1, 2 and 3 of Block ; 1, and Lot 1 of Block 2 to Pines Road. Use of Private wells and water systems is. prohibited. : No Lot shall be further subdivided for purposes of creating additional lots or building sites without filing o eplat. WARNING: Spokane County has no responsibility to build, improve, maintain, or otherwise service the private roads contained within or providing service to the property described in this plat. By accepting this plot or subsequently by allowing a building ` permit to be issued or property on a private road, Spokane County assumes no obligation for said .private road and•the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a' private road. " This requirement is and '. shall run with the land and shall be binding upon the owner, their heirs, successors or assigns including the obligation to participate in the maintenance of -the ;private road as provided herein. (SEE DEDICATION CONTINUED IN WITNESS' WHEREOF, we have. hereunto set our hand and affixed our. seal this !ZT1' day of � 19$0 Stanley E. Ellertsen Harold E. Smith Evelyn L. Gassman ACKNOWLEDGEMENT STATE OF WASHINGTON ) On this /7 '' day of i s '.:`" ' ,; 1980, before me personally appeared Stanley E. Ellertsen, COUNTY OF SPOKANE ) ss Harold E, Smith, ; and Evelyn L. Gassman , as individuals, and William C. Feldman and J. Grant Person, the President and Secretary respectively, of Feldman- Person, inc the individuals and corporation that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act and deed of same for the use and purposes therein mentioned and each stated on oath that they were authorized to execute said instrument and the seal affixed is the corporate seal of said corporation. IN WITNESS WHEREOF, 1 have hereunto set.my hand and affixed my officio seal the day and year first above written. SURVEYOR S CERTIFICATE COUNTY ENGINEER COUNTY COMMISSIONERS Exarined and approved this day of 19" COUNTY PLANNING DEPARTMENT Examined and approved this COUNTY HEALTH DISTRICT Examined and approved this : ___day of , 19_. COUNTY TREASURER COUNTY ASSESSOR Examined and approved this ._// 7.7 _day of COUNTY UTILITIES DIRECTOR Examined and approved this. a : ~' day of -Lk :,r , 198_g _day` of _, 19 9_ FeldmonAPerson, William C. Feldman l • Grant Person 1 Notary Public in and for the State of Washington, residing in Spokane I, James F. Benthin, a .registered professional Land Surveyor, hereby certify that the map shown hereon was prepared by me subsequent to an actual survey on the ground in •_ 5 19 and that the same conforms in all respects to the provisions of the ordinances of : Spokane County, now in effect and that the lot corners and monuments have been properly set. James F 8enthin, R egistered Professional Land Surveyor County Engineer This plat was approved and accepted p pp cc pted by the County Commissioners of Spokane Count Washington, on this day f P County, 9 � y o Planning Director Health Officer Chairman, Spokane County Commissioners . L. / .'• - ;.4,_? rte: Spokane County Treasurer Spokane County Utilities\Director I, Don W. Brown, Treasurer of Spokane County, Washington, do hereby certify that all taxes which nerve been levied and become chargeable against the land shown within this map and described in the dedication of this date, have been fully paid, satisfiec, ono discharged. Dated this ; .' -" day of -- sv- � _ 19_:'_. 21/( Spokane County Assessor • rtT : r ft �ocz� 1 600715olg1 4 3 9, 4 ' /O O O O O • ". r SECTION 7 N89 °55. ?8'E, 3000 CORNER- • 4„, • .0 Existing Bross Cop over 28 E , 2660.29' Existing 11/2 1.P in Concrete with Copper Pin Tock in Fence Corner Post- 589 °36'W 29.71' Tack in Power Pale- NW 29.03' Tack /17 Power Pole- E 49.99' f in Conc Curb SW 28 05' >< in Conc Curb- SE 44.05' NO. /967 80 169 375' 21 _c. l n,tfwld . I o 1 ,�,sc'or.w ^I�e d� AI �9 * O «' 0. 2°'1 93✓O ‘4112 ° . di T. 309.5 QI N L. 616.5 ti 15 N c3 a,•.._ ra] 6?i - 88. F$ +93 6'.6 --i 1C3Co e.o. H. Y. MISSION - r5 - 7 2 Nc. ...' 9 z+rac:rnt SCALE V = 4a0/ D ESCR /PT /ON 5POKANE INTERN ATIOr4. OFFICIAL_ PLAT H.S. BAKER - ENGINEER, SPOKANE COUNTY gY W G 1 7 ° SO'Rt CA 1( 2p , D. )° R 5730 0 33', ECE1VE NOV 14 191J .SPOKANE COUNTY PLANNING DEPARTMENT ' ■ moommi :n 0 . .. : l .1 . , 1 ok 246 '6: / zo / czlt 7 so. • . . * .'1. ..4. ...=? 7 i . 2-4 , 25 - E..... /2 e -----..a... 4-4 -0; — _ 4 a ei 49- ... SO ::::::::: : ::::::: • ::::: • :: : : ::::::::::::::::::: . :: .•••,.,:• ::: ....•••••• . ::::::::::::: ::: :: ::: .... 18 ;! ¶ (3 . 4 3 / I /4 /3 /Z nomonall, qapRoplimp mittat stJ Pg • La 11 ' 5 0.' - )846-5 IG 17- • N4E • X d :1,:. ,f.:•1%:.*:.f:PA"....1!.:FIFITI. 1: .. .,., : ::Y.- -. -7 .... t .:i•:•4::•: 1-. ' . s • ' .. - ti • *1.•::. : 7: i : • — — . ... r / ,i 11111111111111iiiiii: ,i . • ....': ' ...., ..„..,'. .:: ' i ' I 1; 3 ............ - ---------- ---=-- - '); *:Pc:::ALT::;:s-:::::::::.... 1 , i Mil °AMIE I lilt ,51 1 ! I 1 111111V4r- N —"rtil I • , is. .1 . .......• . • Z 1 .I'lli ' 111101111 zolw MIIIIIIII , , • nil ,- -, .- -_--____N- .:- -_,__ A NI W__ -- _ __ --- ., I' I ' E ALtc.4,t.15 IS. A..ve_.I _.* IP 5z. 1___ N 1 i a) co cr) JAC•R SON h. NM 2 . , ,, XI =Aria A; 11 DE SC R P / ^-/ SECT/ON REPRODUCED PROM LI A/EN 7'0 MY LAR. = 89° 51 D= 30°RT. T 19'0.5' L = 2 9 9.5' • G. Roy ECEIVEI NOV 14 1979 SPOKANE COUNTY PLANNING DEPARTMENT -6" , el — TO rti Are I0 q r Ro / OSe d )- -/4;. Se /OA '4;5 O D T he Roam w. I l evey,Ton_Ly txrely) PA sr 7105 PLAtr. A RYk /ELLS ove , PRtot Po R USE AS sNOt4N. THE so/1.c MAP SHow/ s TN 1 S AT /JAL 4%4'' A AS GAAaisatO &Rave I, vo Ric N 3E SW rrAeLe 1:toR DRY W 3LLS. 3 t O G + A 0°05 R'.-. 10 ROA O ■ PEAT BoUNDRY D otlsLt DRYW LL SEC. 10 T" 25N. Euclid Ave. No. 2179 40' SCALE " S ✓, 400' R.44 E. ="Z8 .93 g4 9 3.1 r-'. c.3 tGo s 1 ���._ I zua 5 d 0°09 'Li MISSION 9 r0 S is E 2 52OKANE IN TERN AT ION AI_ AVENUE O ESC R /PT IC>^J BY OFFICIAL_ PLAT H.S. BAKER- E SPOKANE COUNTY BY G2/;C, G7Z.0 -7 Print% AssIst'Qr- t 3 r � t 9 i 10, N89 °55 '28' 2660.29' SECTION CORNER- Found Bross Cop BASIS OF BEARING ,1 ! 4 CO.Y'IER- Found /0" t P in concre.'e on south right of woy line of Euc /id Avenue (Su," by Za7. - 7er- /9 /0 ) County Corner No. 229J O Set RP; R.;' `,'pike, in center of trove /ad asphalt, with + on tor. (/) NW, 27.95" ■ (2.) NE; 28.5/' OFFICE OFFICE SCALE / " =5 589°52'45'W, 95 00' x °45' GRACE O in 3/ i AV 'JUE N _ 33-7s,56, -- R in � v j F " , ' 6 2 6 `- N89 °52 45'E, 95.00' , =?3 °4 x ; - O > • s7 ;-.. 'NR- 20.00; �` - 6, . \ T -20.00 L-3/.42 L =/,30 �/ , -- 24/.95 - - F6' 6" .62.68 - 50.36 - � • N89 ° 55'� E, �� oo 1 S89 °55'28 "W, / 465.00 - o� ` 1-30' - 30 .. O o o -0 in `0 W ? \� c ' - ci ,, .7,-,,... •e' C 33.5 OFFICE 110.00' Eleven extra -depth drywells will be required for 'discharge of runoff from the 10 -year design storm. Drywell locations shown are approximate, based on the proposed site ' plan, and may change if the office and parking locations change. ONSITE DRAINAGE PLAN OFF /CE PARK A PORTION OF THE NW V4, SECTION /0, T25 R 44E, W. M. SPOKANE COUN7X, WASH INGTON Adams, Benthin & Clark, Inc. Civil Engineers & Land Surveyors W1803 Maxwell Spokane, WA 99201 Phone 328 -5853 MARCH, /980 SITE DATA N r =_ LOTS 5 LOT SizF (5Q.FT.) 5 c3,7") -_ 1s,00o LOT FRONTAG - -E VAt <. :AELE TOTAL AREA r'Ac Rs) 3. 09 A cIo e AL -0 Storm LEG-END NO. 2' CONTOUR - - -- f= lRE HYDRANT D FN WATER MAN w OVERHEAD POWER _ ---- -- P .�_____ 3 , DOUG E. DCPTH ORYWtLt_ c� , UND Rr ROUND P1-0(11: T Adams, Benthin & Clark, Inc. Civil Engineers & Land Surveyors W1803 Maxwell Spokane, WA 99201 Phone 328 -5853 ls c F, CURVE DATA 1_c, 1A Ca DELTA RADIUS 21 ° 22'30' 4°34'54" 11 ° 30'40" 25°54'41" 24 ° 46'08" 1°08'33" RADIAL BEARINGS S2 ° 10' 12 "W S23 °32'42,,W _. _. S28 ° 07'36 "W S39 °38' 16 "W N88 °55' 59"W DATE: 6-22 SCALE: FOR FELDMAN PERSON �- f7 C � 375.26' 375.26' 375.26 217.34 247.34 247.34 PRELIMINARY PINES NORTH OFFICE PARK REPLAT IN SECTION IO T. 25N., R.44E.W.M., SPOKANE COUNTY, V,LT DWN: F.B. No. W.O. No. c:3112.2. 6Pos e PRELIMINARY PINES NORTH OFFICE PARK REPEAT 1 i \ /\ N � \ -- OCY) / � \ LO N «� I� S.89 W. 0 O �J Z ' `15`. ACCESS &UTILITY '`— • ESMT. LOT 3 N. 89 55 28" E. 335.00' 161.93' 30.00' 10 UTILITY ESMT. / S.89 "W. 143.00' i' N.89 °55'28 "E 143.15' 385.00' TANGENT . LENGTH 70.82' 140.00' 15.01' 30.01' 37.82' 75.39' 50.00' 98.29' 54.31' 106.92' 2.47' 4.93' 1 HEREBY C..ERTIFY THAI' THts PRELlm'NARY PREPARED IN CC'NFORMANCE '^l.T1.1 THE EXISTING RE6L1LAT SONS OF SPQKA+(\NE COUNT Y. DANIEL B CLARK . L.5. 12909 009 "E. 4' LOT 4 10 UTILITY ESMT. � J 5.89 °5528 "W. 110.00 0 0 VICINITY MAP NTS SCALE: I"::50' 0 1.1611 0 0 W 0 a O m w Z Z O Z W If _V F PLATE 1, PLAN-PROFILE L SSS CO. 48 7024 MADE IN U. S. A.* STRUCTURE NOTATIONS CHEC RT. OF WAY CHECKED NOTE BOOK ALIGNMENT CHECKED GRADES CHECKED SURVEYED PRIVATE ROAD= PINES NORTH OFFICE PARK REPLAY SEC.IO, 125N.,R.44E., SPOKANE CO., WASH. Adams, Benthin & Clark, Inc. Civil Engineers & Land Surveyors W1803 Maxwell Spokane, WA 99201 Phone 328 -5853 DATE: 6 -29 -81 DWN: VLT SCALE:H- 1 "=50;V 1 =I0' F.B. No.: 26 -64 FOR :FELDMAN - PERSON W.O. No.: 81 -122 i e l 4b , H - In ° o ri Go o- Ni . 1 Yll.rd 14 ;N / 7 I ®. � n /j !45! " 014 ,1 0• \ -. /1 �i y N co CONSTRUCT CO. STO. m m ' • \ DRIVEWAY (S -'1) C O ��ts (7)''' Q ?' ¢ 1 V � e r_, 1 n ( r _ C's I\ i /' P. 1 11U L_3 I\I _.J1 .. P i ae se k� \ r - 1 I _ 1 r \ [- r- I (, r — ■ 1 I ■ l I RJL_ 6 a L r\ r 1/ r 1 r- (-1 I A , — \I \I\ I �L_IL_ / — \.I y C �a DOUBLE DEPTH DRYWELL I 4 o N e 9,.. >,„ 9 j" ' - s3.4s' .. = �- 0 ° 04' 32 ^w zo�jq' , o6 O `F-� ( PER SITE PLAN,LOT1) / v\/ e— o '' ' ' 22.5 a� \\ // GEM ENT CONC. CURF3, BLOCK 1 CO. STD. ryPE 'A' PRIVATE / / \\ ' \\ / ` \ , \ 2' ASPHALT CONCRETE, W.S.H.D. SPEC. 4" CRUSHED SURFACING= BASE COURSE, WS.H.D SPED. ROADWAY SECTION .4s 1l ° 30'4°" R. 375:2 6' T. 37.82' L. 75 39' 4 14) 0 1 20.9}q 4.93' t M 5 ELEVATION BM. . DATUM + on west end of concrete curb radius 5' south of Southeast corner of h Trentwoo d School. Elementary E lev 1989.96. ... N 0 M NTS. : + NOTE AT STA � 50 cENTERLCNE lON LEVEL N V E E TRA SI TO E S GT ON T A :CROWN EGctNS 8 G• A <' A PARKING LOT ST �-t� 5 b5 'T "'P .- e 3 MIME 111111 =INN MI= P ®_ MIMI e i0 � � iIL • II = =_4i J IqPL MUM NNW NEM o ��R1 Ell � � — - i M�_L�JI� ' y �AL�il r ,. � ;.JLC.l1L`�J =UM Min - - - - -- �N o 11=1.7 I� =MMM ��1 u _� e _ _ - 9O 1� 8 5 -- 1 _� � /1 • him it Lyra _ _ - -- ' INELIIIIIIMMMINIIIIIIE � ��"�- ..-- �..i -- -mo 1 r w � 1 c1°1.9E -- -- - _- _ a.t.. -� - --- - - - - -- - - -- — � � INN= .��� - -- — — — — �/� • - � W� � 11 s=- 0.s00 °° oo -- _ - - -- NAM= MEN 111111FIMIPZ •i i 4 4 ( 1 ���� iii — - _ — - — - - ---- - - - -- - - - -- - - = ��I _I�'..! 1,_.�. ��_ ri �_o it 1� b - __ 1 : • =- —_ {/� © 11 —� 11 �' it ©li f' 11 (h _ L s Sale MANI ! V 9O - 1 - MEE. �. �� 1 o I m ♦ 10 t� 0 O • , N 1/ -- - - - — - - - e' - _ — ►► la . '4 ` LAMES i; M M... _ - Y' p C„ -- IIIIIIIMi - r -- -- 111111111111111' N MISE. _ - _ - — — -- - - - - - 1 iiim ® MIMI — — MEIN — 11111•111111 11111111111111111111111111111111 IIIMININI 111111111111111111111111111111111111■ IMMM M= 0 1.1611 0 0 W 0 a O m w Z Z O Z W If _V F PLATE 1, PLAN-PROFILE L SSS CO. 48 7024 MADE IN U. S. A.* STRUCTURE NOTATIONS CHEC RT. OF WAY CHECKED NOTE BOOK ALIGNMENT CHECKED GRADES CHECKED SURVEYED 24' 30' 30' /30.0' 53 AA- ._ 859 $ 3� 5 A/8 32 45 ` 465.O ' I u h tufluuIUMMUUMMI IllMUifi UIUIIIIIIIUuHuuu lliffi HHuu °52' " Gt/ //5, CJ Sei No. 4 rela r t >ith Plasric cad 1nc. 7317/ /33/5 - Exisi Fence 5718D/ VD[ ' FLLD Alei - PERSON //VCQ, POA47 D REALTORS At 2206 PINES ROAD s/: X-AN ; 1 g# /NG'TQ !/ 39206 9 "' 928 5750 3.54 355. 49, ;5 A' �P77©. cr 7A /E sr TE . D,4 T c ; 7?' Zo r� Co A / .rrri; ta?Y; 73 7 4c e 7 /=7 7 ADAMS' ,5Z. /V/ij/ & C/. ' /NC. x; 34 -' 3. /5 /,772 4'P 2-7 4. .i (— ' \ �.../ / ' ` s�' 1 � ' ..ir .f /��F,.r..i f - — E � F .• — :C /I -%� , _ ✓ � / / / r � .T""n �f�i�.5 .�= ;1JCt/� •Y'.t: r //V PRELI TV 1NAR . ', i < PIN JOR k C rnCE PARt< NJiJ %, 'DE , . 1C , T25N ., R,44 . PO ANE COUNTS', - I'\IASHINGTO FOR: REL©MA N PERSON INC. DATE: 11 -1 79 Adams, Benthin & Clark, Inc. Civil Engineers & Land Surveyors W1803 Maxwell Spokane, WA 99201 Phone 328. 5853 SCALE: / " j ' F.B. No.: 30 13 - W.O.No: 79- 7 u /990 EX /ST //VG PAVEMENT �2. , 4" ELEVATION DATUM - ._ l ` 7' C!:r C , G4 • BM: -+ on west end of concrete curb radius 5' south of Southeast corner o Trentwood Elementary School. Elev. 1989.96. S':A 75. f to PL I 4'. JrL)D S/ 1,- >.' -0 - 3O. . ¶ PL 4T &WY fir , . 241 35 (1) Drywells shall be constructed with County Standard D -1 rectangular grates. (2) Locate 1r of grates 1.08' from face of curb. (3) All brick or block used in adjusting drywells' shall ` be mortared. (4) Pavement cross - section and "height of curb above flow line from Sta 0+28.50 to Sta. 2 +78.50 are same as Section B -B, but cross slopes vary in accordance w it'll profiles below. Screed board shall be used during Construe ion while finishing concrete to control Flow Line Grade. 4 :7 Tr /03 3/ 7c, / /Q ;. .STD. COL/A/ TY CU' RA /L qT PGAT 8 e.74OA/FY IIIIIMOMME ' I �� �� � dt�— :iiZ�� EMEMINIIM MIMI MIENIIM 11� 1C31a� -& AM 1�° � o a � M� ��m I MMO. • milmi MIHIIWO:VO_PAYAMIll•MMEMOMI MEM �� �aT..i® � MIIMIM MIIMMIMMMEINNIIIMINEI EVE= imam == F"I . . . IIMMAY41111 11= MIIMMIIMMIIIM■I II M MIME SIMES*i==== =MEM EMS Ell IMMESEEM = �ii.i1 SIC+ —' — o = NM la 11111n EMS OEMS AM MEM . �— 'iii 1 mum mow i I MIN m i um .R111, 5ri . �� ice tar i i1 m MIM■TMNE MEMMEMESIMMEE. ■11u _, Adams, Benthin & Clark, Inc. Civil Engineers & Land Surveyors W1803 Maxwell - Spokane, WA 99201 Phone 328 -5853 W4 L k Location 96.48 96.96 96.52 97.02 96.66 96.76 96.69 9753< 97.60 98.10 98.27 98.63 98.17 - 98.31 98.81 98.56 99.04 48 7 MADE RI U.S.A * PLAN 81 PROFILE - PINES NORTH OFFICE PARK NW I/4 SEC.10,T.25N, R.44E,W.M. HOR.: I 50' VERT.:I " =10 DWN.: M.K.W. 3W E APR.,1980 OA 9 : �h'EL. _T6' F.B. 30-27 WO. 80 -26 OFFICE S89 52 45 "W 130 00' Lc) R- 6 1,2 N89 °5245`E 95.0 20.00" P1:23°1 44" \ T= 20.00 L= 3/.42 -241.95'-- - E 3 i52 6 62.6 PORTION OF THE NW%, SECTION 10, T25N., R. 44E, Wm SPOKANE COUNTY, WASHINGTON Adams, Benthin & Clark, Inc. Civil Engineers & Land Surveyors W1803 Maxwell Spokane, WA 99201 Phone 328 -5853 N89°558 ' T, 465.00' 3 35 nn' • Ni./4 CORI/ER Found 1 t P _ in ' concrete on south right of way line of Euclid Avenue (Set by Zanner- /9 /0) County Corner No 2293. Set RP;_ RR Spike, in center of traveled asphalt, with + on lop. (l.) NW, 27.95' (2) NE; 28.51 110.00' El ev e n extra-depth dryrrvelIs will be required f discharge of runoff from th :1 0 -year design. storm. : Dr ell l ocations shown are 'approxima based on the proposed site pla 4 and may change if the 'office and . ia rki_ng locations °change. MARCH, /980 S 89 °52 W 130 00' A PORTION OF THE NW %4, SECTION 10, T. 25N., R 44E., SPOKANE COUNTY, WASHINGTON SCALE. 1".. Adams, ;Benthin &;Clark, Inc. Civil Engineers & Land Surveyors W1803 Maxwell Spokane, WA 99201 Phone 328 -5853 335 nn' COR/VER- Found 114" 1. P, in concrete on south right of way line of Euclid Avenue (Set by Za'ner -' 19/0) County Corner No.2293. Set RP; R,',' Spike, in center of traveled asphalt . with -1- on top. (I J NW, 27..95' (2.) NE, 28.51' /10.00 ` E leven, ,ext requ r d for d ischarge of the ear design: storm pm ` are approxi c on :th proposed site pl .ljang rf he' office' `crud EY/ST/NG PAVEMENT — 3.0 ' ex/S7b' c .... 0 ' - - a ,,,,, V \ , , , PLAN & PROFILE _ PINES NORTH OFFICE PARK NWI/4,SEC.10,T.25N,R.44E,W.M. s 4 ' ( cUR8 ./VE /04V EAIENT ,i I, - \ V 1 o 0\\\ , r., e„ , . ,,,, , ,,.„. ',,, ,-,- , , , - 5.3 . . ■ Adams, Benthin & Clark, Inc. Civil Engineers & Land Surveyors W1803 Maxwell Spokane, WA 99201 Phone 328-5853 NOR.: 1 50 APR., 1980 -1 1 , I VERT. :1 Id F B. 30-27 _ _ _ Itik‘ DWN M.K.VV. WO. 80-26 ___ __ ,i _________ . .., <, clO/Ve Er ' W.51/0. SECT/ON , , - < <, 6" CL45"5" 4 SP ... _______ ,1/-1-6,"/ , , _ , ___ __ -- _ __ ___ _ /#/O 4 zt/a kl/kt./A A-A icJ \ N (- \ \ , L- k., , , 5 7--. / 0 / ,-; v a'as , 8z 0 c4 1 .1 ) kri (\1 , , ,... 4/ rs , 12 Z /5 C.) ' 4- , , , el/ A ji", , ... 1 ,..0 L ,_, t awm.. S . • 3r sy - ._ , _ ...,• 8 _4 -,,,c, 1..s.'io-1 i --- -, ,..4. PC. 01 _ 6 '' ,..t- ., - ' -,) "2 ' 11 - ,1 " , )" ,..,- 1 0 1 u I/ hr 1 i ■ 4 1 ___ - > ( ) L . ' t 55 . co 0, , 7 - F Gr f ' ri..: . LI 57 67 s , L . ,-..;--- -_ -- - , 1-■. -5‘.,,,_ — 0 -1 " L.. 0 ,,, _-% v, - _ L ...:( -4 2 , -'' I - v _ z //0 Ot''' , 2 , 4 1 35 1 0 , 5 '--- '-k- --1. *I- 0 ::: ' ■ -- ,i 4' - or a 7 J P L. 4 T 8D/P Y -- - V 7 CLA S.:: t- , t9 .7 , -/. 6 ) ,, - 1-6 - e i _ e,f 1.-) } 1 1 o 01 - ()C% --..- 1 ------('''. ..,, Ce3/ .57:0, COL/A/TY GL/4A'Zi IPA/L "14_'.1 ,5 , ..1, ■ 7 , A 0 CZ/ 1/1. ,2147 PLA0A/0,4./P Y ‘• 57; 3100,00 4 r T 80 , / 2 /v i i',/,', - -f //- -' LTV_ 4 , -1 ' .': , NOTES ... .2 C " .. .-, 1 s ,' c2, - f k T- /0,5 57 -7 ,: 2 L ;- , --- EL /o , - _, 7,,, (1) Drywells be County e r f : ' ' . 1 , shall constructed with Standard D-1 rectangular grates co/ve 7,/o/-7, -/t, .ri , a , / G E „/ t...,.........6.7.1.:p..-- 16er!""rrnrie*"0" ) \ 577:) .^,, Co/vc c 1 , 7 - ''/ r, 9 1)A,, , u-t t b . (2) Locate t of grates 1.08' from face of curb. 0 - .D (3) All brick or block used in adjusting clrywells shall be mortared. i 'D i sreT7c)4/ 8-8 r ?f 1---- -- '-d--- ver • • , -) (6.) Pavement cross-section and height of curb above flow line from Sta 0+28.50 to Sta. 2+78.50 ' . . -- 31 is same as Section B-B, but cross slopes vary in accordance with profiles below. / , _ f--- - . ELEVATION DATUM ,, ,4, i, o , ' BM: + on west end of concrete curb radius 5' south of Southeast corner of Trentwood (il' k ( c) .', \ Elementary School. Q c. cr`jj F.,, -%xi Elev. 1989.96. - ,.. • m - I, g' N, k 0,..p.„0„..___ k Qr k '% 14..4 1. D.- c0` L \ 1 1. \I t o '4 k sl 4 ‹ , 0 P 0 ) Q) ci ' t ) k \9 h ..1 in o 0 4) 0 - - - 1 - . rlt ( r 5 1-, o z ' - N. V' N in v t. - I -.), -1-- 57 2-7' 7.5O to PLAT 80C//1/DA /F i'' c /v. 77.3'. '■) c, ( 1. -- , Li,lik • lu':, : .. , I c'nt-sa, '') Q 0 kok fi Ci [A C) ci 0 )N, krK L) • C \I — --- ____ _ _ III- _ II- .. 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I 41 - ' - •- i ' ' .111111111 MINIM Nm • illa......E,e■ Ing.......sza...111111111111111111161•101 • • min= Mr.1111. 11111111111111111110111= 11111:41E11111MI■1.- irimmi . 1.10161 MMUS I I I I 11■11=111 111111111/11111 rThallillilli: i.: ra .MIIIIIIIIII w ..1W111111111 111111MMi 0 b. \, .. 1 , 102rArLaIllretree/Z7111111111MISPE11111111111111111117A1111=- . .111111 i /9' - ,,- . ,.. MIIIIIIIIIIIIMININIC iliEim 4111111111111111110M1 - WIIIIIIMI 111111111111111111111111111111 1111111111111 I IIIIII LMIIIIIII !mom Li 5'. a • -, IIII=M=IIM&lfrgiWdi21lNIIIIIIIIIIIIII /980 III. : . ."..9.-.5,.) __ --- /50` VC 8 2 z 11, PLATE 1, PLAN-PROFILE in% IL-- ICEUFFEL & ESSER CO.