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PE-1449-84d v A/t »ar Ht.S. O r L rs I to r cA r BC .< ree CFf ,/y 9 6, 0 S➢ Q t e9.La 7 X cc/ 6. f StRLa 1 =S GBNO O -5_24411 of Bs Ate /._4r4s Nz el 0 K o c 0 K. 1 Lot,gre -Ail m }, 7 7,-,f acnczt :LACY =�ti24F o ver ir keast.4_N 4 jog el_ t � D to ee4.4 a t e orf/s . IC-G 7 0 lc._ t JWC e ta- 4F-,.v ?US- e TD 0 -- t P pec rive -.J er o AJ e eD o- N / 4 or SrdleS .. if P4 0.. G.Lo laS4.neer 13 e CP p I14- coo- c k- L., r ACE:4 0 ''�- . . . ,c' i(1 /A 0 ( (-• P Lrr t, %.p 12-t 152 -(14941-- D Anon/ S_ cry t Cia • eel) Su (to cY D"el rrt O bt_ Eon -r Sr2lieS_ N / A ' :�itc a .0 'K— R / o - C iep Sr ,. t_ AU/ c ecs ReaJJtair_ca .. 4 DEt7 t T o& Ai/ A ti-F-6 ("g e"- s a O"' v 0 j .. � d'A1l.L,4i E LA rs/ thit A ft Fl-- o iAiSS1ct_A) e /l /A _e_esasT ALEJ€naa Doses i 9. re -6sia t?_ _ Seilft R. Kc 0,1 rBS N/ fJ / A o ma v F (sf „�n 0 K._ 1.1Y D E3c1Up'r(o H 0WkQRSM -(F5 o e- 80.a P f'L.an,L ju e D 0 IC bi Nc z;D O k 11 r'■ 6,pD M {des (4�r:v1) Oo og 7 r'v.c /kEA 07. i t2-�- 4c_km 0 f. . JE,AJ&D 3y_ ,Cu6 'Ai fiElk. - 7l -3 - 86 ENT 0 6 l etwocas C 9rcS A) I cCiny Meta/ SPOKANE COUNTY COURT MOUSE First Interstate Bank West 801 Riverside Spokane, WA 99201 JS:set /0036p cc: Jerry Kostelecky PUBLIC WORKS DEPARTMENT OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 September 20, 1988 RE: Lehi First Addition, PE 1449 Dear Sir: Please be advised that Savings Certificate No. 101- 068 -668 by your the current amount of $1,800.00 for the above - mentioned addition may be If you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer Jerry Sims Senior Plat Inspector company in released. Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260 -0170 (509) 456 -3600 OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date 1 ` 19 Inter- office Communication To P C , vv_ S From lcA-AA—e Subject TO Tom Yake FROM: Jerry Sims SUBJ: Lehi First Addition PE 1449 OFFICE OF THE COUNTY ENGINEER SPOKANE, WASHINGTON July 21, 1988 We have received a request from the sponsor to reduce/ release the bond for the above mentioned project. Please review this at your earliest possible convenience and notify me of the amount, if any, we need to retain in order to assure the completion of the project. Thank you for your prompt attention to this matter. _np.,ANC C '_'.:•.0 _.r. ..,u 5: First Interstate Bank West 801 Riverside Avenue Spokane, WA 99201 JS /set t cc: Jerry Kostelecky COUNTY ENGINEER Jerry Sims lat Inspector ROBERT S. TURNER COUNTY ENGINEER SIP I ;1174ininstirox 99260 Very truly yours, February 4, 1987 RE: Lehi First Addition PE 1449 Dear Sir or Madam: ) Please be advised that bond surety number 101- 068 -668 issued by your company for roadway improvements in the above - mentioned plat, in the amount of $4,950 may be reduced to $1,800. 1 If you have any questions, feel free to call our office. Robert S. Turner, P.E. Spokane County Engineer Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 � 1 6 2So° / soes soca-- Date rr'' �� .29 / Inspecto n ; T,/ A i 6-A? Weather Time Charged Contractor this Day Other County Personnel 2 3 5 Diary Section Comments: RcPli9Gc L' age f) 650 x - z.O B Or:, . G `1 OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 - 456 - 3600 T PdAig1 usr 1 2 3 4 5 6 ..Contractor Personnel Classification 1 7 "`}_`ic`` /IAA sttri..LC. Project Name LEN/ /S A DD. Project No. CRP /RID Report No. -1/2 or 1 Qo ntrpctor and /or Sub,(s) KO STELe .. L•^iA //'6//A/n 54An0 6»-IV -� O//A/scy, ‘,.,,JC 4,: .2Lr6 .15 Equipment 2o'—'' Cr Hrs. Used Li st Number / 1:1.1 3 AS c r=a art neoP CAPPR,Ac AT L47 tE .Z sr . S' '/00 INSPECTOR'S SIGNATURE p Standby (-,/ FAH ASPNAL7 E -1 H/ArcR COVE RS' (3) /9,(' p- 3- 87 lIf5,. RA ,_ 54 C t3 = fr./..0 actRR nh /0-1-F4 Di: -- t»r�ti- f/-i?T -A 74 TIC«t/ co -.. O.* i-43-a, ges: C 441' .. 4 ` • i '4 - ONd• ! / adA of + 1 / 444rc Zoo i j) PA Tcif cif Tr_F.R AS NOE5tEZ Af 2-3-S7 /oo 2) P, ATE eRI(X Sfi//PS UNOcR OURS i i-ET 47 574 5 •r,;io of y- 3- S? 7.1C-5" �„ 6�i 7Af/F/' f=A'G DC /1.S1 4J Sifuwtif ow 1 cL' /O -R44 Af ') / MALI Sh0 '::ot PO AM ek /0-8-46 i) , • ��a ANOScA,° car 4T RcciOc.VCc or aol2 S. A/O4 nS , < , -p) RACCSctPE .S '?Eh /Jii r- ZR8AN6 .S4 E is; AL.c ,* -8 -86 aT, F 1 • Date ,7_7.;...25 Inspector /Q..Siy-,a,,X Weather Time Charged Contractor this Day Other County Personnel 2 3 4 5 6 Diary Section Comments: OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 - 456 -3600 nA i v _t_L.c� ,,.,- ,zr -rrv�r �I�9N -R -PORT u� D eP� tfrn On, ,S?1 % /.s/ It et b7-64 1 2 3 4 5 6 Contractor Personnel Classification 1 Project Name J,,,,4 js Project No. CRP /RID Report No. -1/2 or 1 Contractor and /or Sub(s) Hrs. Used Equipment List Number Standby F_ la 1 • nclanni iii 0 INSPECTOR'S SIGNATURE BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON RESOLUTION NO. 86 1115 IN THE MATTER OF ) ESTABLISHMENT OF ) 20TH COURT ) ) COUNTY ENGINEER'S FILE NO. 2526 ) RESOLUTION - ESTABLISHMENT This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of 20TH COURT, ESTABLISHMENT proceedings for which were initiated by PRELIMINARY RESOLUTION NO. 86 -1020, and it appearing to the Board on proof duly made that Notice of Hearing was published and posted in the manner and for the time required by law, and the Board after examining the report and maps of the Spokane County Engineer and all claims and papers on file and after hearing all other evidence adduced at the hearing; and IT FURTHER APPEARING That the right -of -way has been dedicated as a public road, 25 and 50 feet wide and that said road is a public necessity and the same should be opened and established as a County road. THEREFORE, BE IT RESOLVED By the Board of County Commissioners of Spokane County, Washington, that the hereinafter described road as reported by the Spokane County Engineer on the 30th day of December, 1986, being more particularly described as follows: 20TH COURT - 25 and 50 feet wide, from the West lines of Lehi 1st Addition Easterly, Southeasterly and Southerly to end, including cul -de -sac. Located in the Northwest Quarter (NW 1/4) of Section 26, Township 25 North, Range 44 E.W.M. in Lehi 1st Addition No. 1449. and as shown by the records and maps un file in the office of the Spokane County Engineer be and the same hereby are established as a County road and the same shall be known as 20TH COURT NO. 2526. The road supervisor of the road district in which the said road is located is hereby directed to open and maintain the same for public use and travel. BE IT FURTHER RESOLVED That the one foot strips described as Lot 6 Block 20, Lot 9 Block 21, and Lot 10 Block 21, Early Dawn Second Addition are hereby dedicated for County road purposes: BE IT FURTHER RESOLVED That the County Engineer is directed to cause a copy of this resolution to be recorded in the Office of the County Auditor upon completion of the con -, ditions set forth above. PASSED AND ADOPTED By the Board of County Commissioners of Spokane County, Washing- ton, this 30th day of December, 1986. ATTEST: WILLIAM E. DONAIIUE CLE OF THE BOARD BY D E P U T Y BOARD OF 'OUNTY ' SSIONERS OF SP. ' ��E CO SHINGTON • 1 4.75 g ; eJ 4. D C.14.751 T. F: 211 %el I— •../. 044 .7_ 5' 212 G424.73' II • G 41.9 • we, • • . • • • 213 e -400' .A) 1 2 C. • ”" rim a2 / 1 '1 n • 209 air 1 t..23 1-4v.z.. No.1201 - c.;4"7: - ST; , . 1 7n i 3 ■ 4 6 , fi I I C I 3 / 1 ; .... I •• 5 A /14.3 ... r ,e • r!.. : e -7 17 T CLI: ! ...... rr 1! ! ••••. .: 1 p = £ F 214 76 - o2 210 • = . • 6 . -.5 1 . GSS CA.5.77 NO. 4.12 215 &P le/ BA 0 E51A13 • 17.4•504-4, Date f /84 Inspecto n/p, ,TN /K&R Weather Time Charged Contractor this Day -1/2 or 1 Other County Personnel 'nee Eie//vS 4SSS"2'a6;st /7.esr 7,7Cr2.$7AtC /941"1,1L. LEHI %, 4-ea V i 44i Diary Section Comments: OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 - 456 -3600 T Past/c/1 Lisr aO CT. PATCH digs AS Eea ED REPLAC. auze DROP (APPRnAGN) AT LoT a .Z CLEAV/ ASPHALT FRoM wATER co yeses (3) ' sell A/.o c S C 4 414 ' • ' . e " ON. .- di NOM" /A1 AsPNAir ' T 574. 8 FSo 2oe duo y fvo Z Se AAAm c # 2850 -1 Zoe I4ti.J 6, 4.9- INSPECTOR'S SIGNATURE St Project Name LE/// / ADD Project No. CRP /RID Report No. Contractor and /or S b s)JOPR7 KOSTELEGKY Cootw /A/6n91/1 SAhvo 6 Z /iyl _ 621_ Hrs. Used atm) . d✓ PA Ten AiITTF.R AS ,VEEAE2 P /ACE MICR S%/1m.c UN06R CURS /r-Er AT STA 3 TAPER eva OF A,'PNALr AS Sdo&,✓ 04 PLAA/ eodJ7RNcT AAd Coo `.2o9' Po/vA LAA/OScMPE car AT RES,OEn1GE OF 20142 s. A,4AmS RACKScoPc S' SEH /A/a ruR8A410 S/DEtJ4 /IC Number Standby STA S ioo .PT Enter- office Communication ye To From 1 5 �y CC1� �� S r / / 4 ,E /// / /Te s7 to I r . 777;_s- b / i Farm 327 -C.R. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date 7 Ca rc / a st 7 7 olen_A P/3- 6 ,19 L7 4 7 .46 / xcc, N 1 .•1'.�i y. u� /'.Y�' 1-tS7 } .5:� • Y V r ].y !:: T` } �.•.. T .i6r. . r ' iti °'�.• enj r .�.�� `T+ r .. - v:_ s-... i sssacw v-�.."i++a_• ids.:a�'i' z � e cs.si_ .a.�, ,.._,!4. S .L:....T. ?aa R "'_: �F" Y .L.s ='aG -- 0. .aG ". CAW IT) Dates err S �9 � g(o U1 �' T"* Project_ Name CEf/ /=Y / C A 40 , q - Inspecto, n ,T „./XER -- • ^ e- '`- Project No CRP /RID : Weathe l :... 3 =:. ___ Re port ..No • _ • : f,A Charged. - this . Dayc 1 /2-or 1 _Conti to- and /or b(s } eeRy- KosTE - - t aty Perso ,w „ «--�. , con./Au 64/01"-...54440s tom. Jl�n / , 1 y rN�t�4* :`i t 'a +.- 4 ^ti+� � ` TV _ T.:atw.c xa • --- Equ ipment List ■ i Li .... , . "lyt ... .a .r._.0 .r.wy -s x.i 2..L..» x.t. ... Naeet- -- ._..-..e raa.-,..r r. 4 s sa -ff`+v = ' s:.a=r x-r_ SV '-�-' 'a .*r c,°=.. y? i •sr s v ir Ls . .. w rr.•. . - i..f......:,�� -.. _ . ”- ° i � .'. "."-` - v -r- t'la: ^°_ +• •"�*a- ..-t - - C ontractor Personnel Cn -_ r - r ( zt - sY•+!'. ^ , . t ,w c `"- +�. . r h -'L > .. - AS NEtno v.. -.. .. P FRoM' A/4TER' Go ✓eeS �41h>}'.13 �. ...- .r: fi � �. -. . • as .. - Fc ti ✓.cttb ♦ %cc 2: a -q.cP , :. 2 ...-_w f �c ... r:'^ ii ..::f...++•. .. - iq•. •_ t . .".3 ....+.w • _ 14, 4 3„ ' w'al ti Y< it 3zN, °_�+ •iS r.r ,Y,i ri � 4 '. "4 "OFFICE OF'THE•�rSPOKANE COUNTY ENGINEER ?�,.Cs) , :.. " s x ?cr�:- No RTH'' . . H11'_ J E ERS FFON " ' ,4-'4 - 4 s" ` - ti-A-147 -t - + E • 3 r_ if; . f. 5+w • r S P "f- OKAN k 99260 rta,a-�; .Ni �� 50 456 3600 F �. ''''n.:::'-',77, �_ Ta t i 1 - a +=: - ;;v"'9,,i z q h..«.7. ,�: k �„z K -' ,s t om, ' ' c ' y 'ir t 3 PATG// ,SUrrER AS • N ein GE Hrs Used it - Z.4,'•.1 Number= 9 ;tat- tot.- Li /VI" nits- /,f ASPHAt7 r- STA; $ f.5'o _:� _ - _ .5.. t•arvnV.. .^'..z.. . -v. •.. T` r -r y .. r�r m.- 7•a. a t: :.fit': a _ _„. agt rm.YV+..* ...ew. ...v. S r...T.�. r < uu.flr, •4V4 u. _.. .. 4...�.nq .n.+o....++.rr. .r.. .. ...r.. .. u a i. • f _'d 1J .it.r . . •.'.r ADAM S -' — . - t -_ - 7 • - < {* .E BRlGC SNlinK uNOeQ = Gage //4/1-ET AT $TAB eods-f.4Ncr- `= ANd'- (r o'=-a'.2o9.'- - _ pow/1 —� F a -E - TA Peer-- Eiv.40 p% ASPNAtnr AS.= Sr/ot✓N o.41 RACXSc•o ?Et; S:' 466/1 /46 ru 484,LO- ,StDE[JA _ = = a9 v't ^ Arfhrt o,cr -rr +. �r'•;e- n.,.,, r '..."= •-';•w.-�T"T'., I-y ,:- -_..- n_; <. • - -•• . e:.. -, .:me'. C _ ... - - - = a - - St a ndby i f er T INSPECTOR'S SIGNATURE • i • SPON nC COVI.f, OOVFI noUSC Commercial Loan Dept. First Interstate Bank of Washinton W. 524 Riverside Avenue Spokane, WA 99201 ATTN: Mike Ekin Dear Sir or Madam: ' 7 1 (D. <i \: \' I I ! i • ' ) Q(1) 4 r CAVVICM 1,1 COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER SIPI, cataE ,1i:os412ixuro 99260 January 14, 1987 . RE: Lehi 1st Addition, PE 1449 Please be advised that bond surety number 101- 068 -668 issued by your company for roadway improvements in the above mentioned plat, in the amount of $7,000 may be reduced to $4,950. JS /lvb If you have any questions, feel free to call our office. cc: Jerry Kostelecky Very truly yours, Robert S. Turner, P.E. Spokane County Engineer Jdfry Sims Plat Inspector Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 11 ;; -1-1111 Lal""5"141i6664t7 SPOKANE COUNTY COURT HOUSE First Interstate Bank West 801 Riverside Avenue Spokane, WA 99201 Snonan: ,WAsi ZNOTON 99260 RE: Lehi First Addition Plat No. PE 1449 Dear Sir: Please be advised that Savings Certificate No. 10.1- 068 -668, for roadway improvements in the above - mentioned plat, in the amount of $51,550 may be reduced to $7,000. If you have any questions, feel free to call our office. Very truly yours, JS /lvb cc: Jerry Kostelecky Robert S. Turner, P.E. Spokane County Engineer OI°YI CIE OF COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER September 11, 1986 Jerry Sim fr` Senior Plat Inspector Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 PROJ LEHI FIRST ADD NAME JS DATE 9/11/86 DRAINAGE ITEMS UNITS 1) Drywell - Type A EA. 2) Drywell - Type B EA. 3) Grate - Type 1 EA. 4) Grate - Type 2 EA. 5) Grate - Type 3 EA. 6) Backfill For DW CY 7) Concrete Inlet EA. 8) C.M. pipe 10" dia. LF 9) C.M. pipe 12" dia. LF 10) C.M. pipe 15" dia. LF 11) C.M. pipe 18" dia. LF 12) Precast Manhole EA. 13) Solid Lid EA. 14) Ditch Excavation CY 15) Sod SF NON STANDARD DRAINAGE ITEMS • 1) 0.00 2) 0.00 3) 0.00 4) 0.00 5) 0.00 6) 0.00 DRAINAGE SUBTOTAL 1600.00 16) Monuments EA. 3 140.00 420.00 17) Barricade LF 20.00 0.00 18) Street Signs EA. 75.00 0.00 GRADING, SURFACING, CURB, & SIDEWALK 19) Rough Grade CY 21) Top Course CY 20) Base Course CY 22) Asphalt Concrete Tons 23) Curb Type A LF 24) Curb Type 8 LF 25) Curb Type R LF 26) Sidewalk SO YD NON- STANDARD ROAD ITEMS oNm E r x re' dot r E QUANTITY 3200 OTHER SUBTOTAL 420.00 1.7 .8 .9 PRICE COST 1150.00 0.00 1400.00 0.00 270.00 0.00 290.00 0.00 270.00 0.00 8.50 0.00 500.00 0.00 12.00 0.00 16.50 0.00 18.00 0.00 21.00 0.00 1400.00 0.00 270.00 0.00 7.90 0.00 0.50 1600.00 15.80 21.20 10.60 74.00 4.25 5.20 5.20 13.00 26.86 16.96 0.00 66.60 0.00 0.00 0. 00 0.00 1) 8/29/86 PUNCH LIST LS 1 4850.00 4850.00 2) 0. - 00 3) 0.00 4) 0.00 GRADING AND SURFACING SURFACING 4960.42 GRAND TOTAL 6980.42 STREET QUANTITIES PROJECT NO.- PE1449 DESIGNER- JS PROJECT DESCRIPTION- LEHI FIRST ADD DATE- 9/10/86 STREET 4 1 NAME- ADAMS RD LENGTH - 0 FT. WIDTH- 12FT. BEGINNING STATION = 1038.00 ENDING STATION = 1038.00 ONE SIDE ONLY PWIDTH= 22.00 EWIDTH= 10.00 QWIDTH= 0.00 TERM 4 1 : CHOPPED TERM # 2 : TAPER TAPER LENGTH = 11.37 ITEM MEASUREMENT QUANTITY SURFACE AREA- 68.22 S.F. ROADWAY EXCAVATION .67 FT. 1.7 C.Y. CRUSHED SURFACING TOP COURSE .33 FT. .8 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE .17 FT. .9 TONS CURB EXISTING 0.00 FT. PROPOSED 0.0 FT. TOTALS ROADWAY EXCAVATION 1.7 C.Y. CRUSHED SURFACING TOP COURSE .8 C.Y. CRUSHED SURFACING BASE COURSE 0.0 C.Y. ASPHALT CONCRETE .9 TONS CURB 0.0 FT. OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 - 456 -3600 T Pu'/c /1/ L-/ST Date 8 /a%`g( Project Name LEA/ / 2 ADD Inspecto n, , ?0,0rs Project No. CRP /RID Weather Report No. Time Charged Contractor this Day -1/2 or 1 Contractor Rub(s)cr eRy KoSTEtE� is Other County Personnel C f Contractor Personnel Classification Number 1 2 3 4 Diary Section Comments: Equipment List 1 2 3 4 5 6 .2o rr/ Cr F , / PATCJ/ 4 W?5 AS c E6 Et) ?) REPLMCg L' u,e8 DROP (APPROACH) AT LoT # .Z rte4/1 ASP//A! -7 F,QoM N/ATER COVERS (3) rE / / "to G ysea'— PrINIIM 0 9 is C 441• - • ♦'i I/ MA /Al ASPNAt7 A STA. 8 f5o 'cots+ INSPECTOR'S SIGNATURE ALMAt (%4 art- t l-A4 *)ue 1 Hrs. Used 0Nd t , 'Da .57W. ' /oo Standby e7' ADAmS PA nil 6U T76/? AS - r'EE/J ,o 5 f= Pi At: E BA /GC S///m uwa R GUAR Han-ET AT 374 S 1 2 oo TAPer Ego pF A,SPNAL7' 45 SifowN cm/ P44 n/ 0 04_7R+' ANO coo ',qoq' PoW4 67 4/1e/O5AAA Cu7 AT RES /OEA/CE fir ,2O /2 S. ApAntS �7�xx e RACCSc.or'E S SER /A/O r U R8AH4 ,5',40 c tJ4 K 50 !$S :s4 A S S I G N M E N T For security purposes oniy,Jerry_J._Kostelecky_dba Kostelecky Builders hereby assigns to Spokane County, a municipal corporation, the following: Savings 7f = uJl mt`oc Numnber 101- 068 -668 in the face. amount of $51,,550.00___ and held in and by the 'First Interstate Bank of Washington the typical - a a STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss Spokane Main This assignment is made as security for the full and faithful performance by Jerry J. Kostelecky dba Kostelecky Builders' of the construction of certain roads, monuments and drainage facilities in _Lehisirst_Addition P&1449 as specified in section and roadway improvement specifications for said subdivision, dated , 198 C and on file in the Office of the County Engineer. Any interest benefits accruing under property of Jery J. Kostelecky or Patricia Said savings a`ceo`unt: to be released to any other party only with the prior written WA. PROVIDED, FURTHER, the undersigned does hereby authoriztFirst Interstate Bank of to pay over to Spokane County all or.' a sufficient portion of the moneys in the savings • acca`vrit__� 5-%' referenced hereinabove upon written documentation being received from the 'Spokane County Engineer indicating that the purposes for which the savings -account, s'. was assigned have not been fully and faithfully performed as required and a statement of that, amount of money which the County Engineer deems necessary to complete such obliga- tion. Upon receipt of such written documentation, Jerry J. Kostelecky dba Kostelecky Builder hereby authorizes First Interstate Bank of Wa.,NA to release to Spokane County that amount of money requested up to the maximum amount in the savings iaccountl_ DATED this 23rd day of May DATED this 23rd day of First Interstate'B OF On this day personally before me known to be the individual described in a instrument, and acknowledged that he tary act and deed, for the uses and purpo GIVEN under my hand and officiaL sea account said savings xaxxt shall remain the L. KosteleckL Jerry J. or Patricia L. Kostelecky or consent and agreement of Spokane County. n/a ash' 'NA n, NA. Branch , 198 6 . ant Vice President Secretary Jerry_J. Kostelecky ud who executed the within and foregoing signed the same as his ses therein mentioned. , to me free and volun- L rhis23rd day of ` �� May , 1986 . Rh eo_ec_ 06- - "--c Gc�J Notary Public, In and for the State of Washington, residing at Spokane, Washington. my. appointment expires 4 -4 -89 SPOnPNE COOnry CCUP r -Ou S r Dear Sir: $ - S — ! ,CC0 o a� COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER SPO E ,R:asaiaNOTON 99260 R/ X986 Subdivision Name: , c/// f / .e5T "pp e 44-9 One of the requirements set forth by the Spokane County Planning Commis- sion in connection with the above - titled plat involves the filing with this office of . a Street improvement Bond. A preliminary inspection of the plat has been made by this office and the amount of the Street Improvement Bond found to be: A Street Improvement Bond in the above amount must be filed with this office prior to approval of the final plat. The bond will be released only upon satisfactory completion of the required street improvement. Please contact this office when work on the improvement is ready for inspection, or if you desire additional information or advice concerning the work. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 PROJECT LEHI FIRST NAME JS DATE 5 /21/86 DRAINAGE ITEMS •UNITS QUANTITY PRICE COST 1) Drywell - Type A EA. 1 1150.00 1150.00 2) Drywell - Type B EA, 3 1400.00 4200.00 3) Grate - Type 1 ' EA. :270.00 0.00 4) Grate - Type 2 EA. 290.00 0.00 5) Grate - Type 3 EA. 4 270.00 '1080.00 6) Backfill For DW CY 150 8.50 1275.00 7) Concrete Inlet EA. • 500.00 0.00 8) C.M. pipe 10" dia. LF • 12.00 0.00 • 9) C:M. pipe 12" dia. LF 16.50 0.00 10) C.M. pipe 15" dia.. LF 18.00 0.00 11) C.M. pipe 18" dia. LF ' 21.00 0.00 12) Precast Manhole EA. 1400.00 0.00 13) Solid Lid EA. 270.00 0.00 14) Ditch Excavation CY 60 . 7.90 474.00 15) Sod SF 3200 0.50 1600.00 NON STANDARD DRAINAGE ITEMS 1) WILBERT VAULT #1840 EA 1 300.00 300.00 2) 0.00 3) 0.00 4) 0.00 5) -0.00 6) . 0.00 DRAINAGE SUBTOTAL. 10079.00 16) Monuments EA. 3 140.00 420.00 17) Barricade LF 20.00 0.00 18) Street Signs EA. 75.00 0.00 GRADING, SURFACING, CURB, & SIDEWALK -NON- STANDARD ROAD ITEMS 1) REMOVE CURB 2) 3): 4) • LF s O l'4 7 EST I ri r: OTHER SUBTOTAL 420.00 19) Rough Grade CY " 711.6 7.90 5621.64 21) -Top Course CY 355 10.60 3771.48 20) Base Course '. CY 10.60 0.00 22) Asphalt Concrete Tons 538.6 37.00 19928.20 23) Curb Type A LF 1068.9 ' 4.25 4542.83 24) Curb Type B LF. 538.6 5.20 2800.72 25) Curb Type R • LF 5.20 0.00 26) Sidewalk SO YD 329.2 13.00 , 4279.60 2 5 LJ •, GRADING AND SURFACING SURFACING .GRAND TOTAL 4.00 100. 00 0.00 0 , 00 0.00 41044.47 51543.47 ITEM STREET QUANTITIES PROJECT NO.- PE1449 DESIGNER- JS PROJECT DESCRIPTION- LEHI FIRST ADD DATE - 5/20/86 STREET # 1 NAME - 20TH AVE LENGTH- 485 FT. WIDTH- 36FT. BEGINNING STATION = 500.00 • ENDING STATION = 985.00 TERM # 1 : CUL -DE -SAC STANDARD PERM RADIUS = 45.00 .RADII = 20.00 TERM # 2 : CHOPPED MEASUREMENT QUANTITY SURFACE AREA -- 22284.22 S.F. ROADWAY EXCAVATION .67 FT. ' 550.2 C.Y. CRUSHED SURFACING TOF' COURSE - .33 FT. 275.1 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE •.17.FT. '� 282.0 TONS CURB EXISTING 60.00 FT. liefe »PROPOSED 1068.9 FT. STREET # 2 NAME- ADAMS ROAD LENGTH- 539 FT. WIDTH- 12FT. BEGINNING STATION = 500.00 ENDING STATION = 1038.63 ONE SIDE ONLY PWIDTH= 22.00 EWIDTH= 10.00 QWIDTH= 0.00 TERM # 1 : CHOPPED TERM # 2 : TAPER, . TAPER LENGTH • 12.00 ITEM MEASUREMENT QUANTITY SURFACE AREA- 6535.56 S.F. ROADWAY EXCAVATION, .67 FT. 161.4 C.Y. CRUSHED SURFACING TOP COURSE .33 FT. 80.7 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE .29 FT. -( 144.7 TONS CURB EXISTING 0.00 FT. 'P6 8 PROPOSED 538.6 FT. SIDEWALK EXISTING 0.00 SY. PROPOSED 329.2 SY. TOTALS ROADWAY EXCAVATION '711.6 C.Y. CRUSHED SURFACING TOP COURSE ' '355.8 C.Y. CRUSHED SURFACING BASE COURSE 0.0 C.Y. - ASPHALT CONCRETE', 426.7 TONS CURB vett A 4< 3 1307.' FT. SIDEWALK (Lento t1 E 2-5 L_.F Cu /8 ' 329.2 SY. PROJECT LEW J /� V Item 11 Drainage items 1) Drywell — Type A 2) Drywell — Type B 3) Grate — Type 1 4) Grate — Type 2 5) Grate — Type 3 6) Backfill for DW 7) Concrete inlet 8) C.M. pipe 10" dia. 9) C.M. pipe 12" dia. 10) C.M. pipe 15" dia. 11) C.M. pipe 18" dia. 12) Precast Manhole 13) Solid Lid 14) Ditch Excavation 15) Sod Non Standard Drainage Items 2) 3) 4) 96/4 Units Quantity Price Cost EA EA EA EA EA CY EA LF LF LF LF EA EA CY SF 1) 0q', f h' )6 IVot —H- 1 8yh E A BOND EST FORM NAME (14 /fit EL b � DATE .5- d Std Bd1 Dwl Conc _ Dia _Dia _Dia OTHER Page Dwl Dwl BRF Inlet Pipe Pipe Pipe 1) 2) 3) 4) 5) ii S Q L = a'6)( ar + 9 - 634 °4- itxa5 -f- c1,-/ c 3168 S)o° 3 108/ .5 - a-7 L to FROM ANGLE AUTO INV PLAT BOUNDARY PE1449 ***** START 1 INV N 0 00 00^0 E 2 INV N 89 57 04.0 W 3 INV N 0 01 01.0 E 4 INV S 89 57 04.0 E 5 INV S 0 00 00.0 W 6 INV N 89 50 06.0 W DIST NORTH . 5/21/86 437.5200 84.5000 100.0000 644.4600 538.6500 560.0000 1000.00000 1477.52000 1437.59210 1537.59210 1537.04229 990.39220 1000.00488 1000.00000 1000.00000 915.50003 915.52960 1559,98937 1559.98937 999.99169 LAT & DEP . -0"00488 �� 0.00831 7 HCLOSE S 59 34 25.5 E 0.0096 1000"00000 1000.00000 PREC=1 TO 245471 Area=309769.05sq ft 7.111,3acres . EAST TO 1 3 4 5 6 7 The following matters affect the property covered by this order: gwd e_... u.. ririp Transamerica MI Title Services Transamerica Title Insurance Company SUPPLEMENTAL TITLE REPORT RECEIVED MAY ,8l; County Engineering YOUR LOAN NO MORTGAGOR PURCHASER r Bi11 Wagstaff S. 2012 Adams Rd. Veradale, WA 99037 cc: Spokane County Planning L cc: Spokane County Engineers J GD- 128920 OUR ORDER NO cc: Clarence E. Simpson Engineers ❑ Deed dated and recorded as file No ❑ Contract dated and recorded as file No ❑ Mortgage dated and recorded as file No ❑ Deed of Trust dated and recorded as file No 0 }J Paragraph Is) No 3 & 4 of our preliminary commitment is eliminated. ❑ The policy is being issued in accordance with your instructions. ❑ Our inspection of the premises on discloses. ) Except as to the matters reported hereinabove, the title to the property covered by this order has NOT been reexamined. ❑ There has been no change in the title to the property covered by this order since EXCEPT the matters noted hereinabove. (date of last report) 1st suppl. Dated as of 5 -12 -86 at 8:00 A.M. TRANSAMERICA TITLE INSURANCE CO. Gil Dodd edge Dear Sir: Transamerica Title Services Bill Wagstaff S. 2012 Adams Rd. Veradale, WA 99037 LEGAL DESCRIPTION: EXCEPT County Road; Transamerica Title Insurance Company North 720 Argonne Road Spokane, Washington 99212 (509) 922-2222 SECOND CERTIFICATE TO PLAT Order NO. Charge: Tax: Total: RE CEJVED A44 12 1986 Cooly Etta GD- 128920M $125.00 $9.75 $134.75 Situate in the County of Spokane, State of Washington. VESTED IN: JERRY J. KOSTELECKY and PATRICIA L. KOSTELECKY, husband and wife. (continued) In the matter of the pluat 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 the title to the following described land situate in Spokane ' County, to wit: The South 100.00 feet of. the Southeast Quarter of the Northeast Quarter of the Northwest Quarter of Section 26, Township 25 North, Range 44 E.W.M.; TOGETHER WITH the West 560.00 feet of the East 580.00 feet of the North- east Quarter of the Southeast Quarter of the Northwest Quarter of Section 26, Township 25 North, Range 44 E.W.M.; EXCEPT that portion of the West 560.00 feet of the East 580.00 feet of said Northeast Quarter of the Southeast Quarter of the Northwest Quarter lying within the South 890.00 feet of the Southeast Quarter of the North- west Quarter of said Sectin 26; EXCEPTIONS: A. General taxes as follows, together with interest and penalty, if any, after delinquency: Tax Account No. Year Annual Billing Amount Paid 26542 -9022 1986 $1499.37 $0..00 Affects portion in NE1 /4 SE1 /4 NW1 /4 265 -9039 1986 $ 182.87 $0.00 Affects portion in SE1 /4 NEL /4 NW1 /4 NOTE: 1986 assessed valuation: Land $27,500.00 " $13,300.00 1. Any assessments that might be levied by Vera Irrigation District No. 15. 2. AGREEMENT:AND THE TERMS AND CONDITIONS THEREOF: Between: Vera Electric Water Company, a corporation ' And: D.K. McDonald, A.C. Jamison, Andrew Good and Vera Land Company, a corporation Regarding: Providing. for construction of ditches, flumes, pipe lines, etc., with right of ingress and egress to maintain said flumes, pipes, etc.; and providing for lien for unpaid charges for such service. Dated: April 25, 1908 'Recorded: April 25, 1908, Book "H" of Contracts, pg 292 Recording No.: 200528 Easement for ingress and egress over the North• feet of the West 560 feet of said property for the use and benefit of the properties adjoining the West, created by instrument dated -March 24, 1966, filed for record March 28, 1966, as Document No. :1889600. Affects portion in SE1 /4 of NW1 /4. MORTGAGE AND THE TERMS AND CONDITIONS THEREOF: Mortgagor: L. Miles Livingston and Genevieve Livingston, husband and wife Mortgagee: Old National Bank of Washington, a national banking association Amount: $20,000.00 Dated: March 7, 1968 Recorded: March 13, 1968 Recording No.: 351281C Affects: Portion in SE1 /4 NW1 /4 (continued) Order NO. JS- 128920M Page 2 . SECOND CERTIFICATE TO PLAT Balance Due $1499.37 $ 182.87 Improvements $81,600.00 pds 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: Grantor: Jerry J. Kostelecky and Patricia L. Kostelecky, husband and wife Trustee: Transamerica Title Insurance Company, a corpor- ation Beneficiary: William G. Wagstaff and Delma F. Wagstaff, his wife, S. 2012 Adams, Veradale, WA 99037 Amount: $179,000.00 Dated: May 1, 1986 Recorded: May 9, 1986 Recording No.: 8605090008 Records examined as to May 9, 1986 at 8:00 A.M. by: cc: Spokane County Engineers . Spokane County Planning Clarence E. Simpson Engineering Order NO. GD- 128920M Page 3 SECOND CERTIFICATE TO PLAT TRANSAMERICA TITLE INSURANCE COMPANY Gil Doddrid' Title Officer •aNO 11 1 • • • A DDITION 150 13 ...PIRANSAMER:CA TIRE iriSuRANCE COMPANY NORTH 72Q ARooNNE ROAD .SPOKANE. WA. 99296 N ,-;", s 3 i - ::, ..: 4 . IN: Oita is made sontiptu its pits to asiistIns In lorshnq ia:d rii' s od It• ccrnscry issunnt nil L lisbiists lot , lisysisaiss: if in/. In simmer:1mi .i4 : . ,"...4.eireila.e,;.::„, iltd„5,1iV ' lb .... : • • .. • 4 • ..'' • • • • r es 0 6 r. /cur 3.1. t-c ■ c • /•..; FROM: TO: 1204/5 OFFICE OF COUNTY ENGINEERS DEPARTMENT Spokane, Wash. SmP coo LEE hlCr R �I SUBJECT: Standard Drainage Language for the Dedication on Date: 3 — )c) , 19 f L E u / S 1. The owners of Lots , & , of Block and Lots , & of Block _ shall be held responsible for keeping open and maintaining the path of the natural or manmade drainage flow over and across the property. 2. The property owner or his representative_ shall inform each suceeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. 3. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or flood plain areas nor the responsibility for any drainage, whatsoever, Including .but not limited to Inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. 4. Floors, including basement floors, shall not be constructed below elevation datum, within Lots _, 6 __ Block , and Lots , 6 — Block _ of this plat as required by the "National Flood Insurance Program ". 5. An approved lot grading plan exists for Lots _, _, _, & Block __ and Lots _, 6 Block _ Grading•must conform to said -plan on file in the County Engineer's Office. 6. Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. 7. The owner(s) or successor(s) in interest agree to join in any County approved Storm - water Management Program and to pay such rates and charges as may be fixed through public hearings for service 'or benefit obtained by the planning, design, con - structing, maintaining, or operation of stormwater control facilities. 0 S Lots y J < J 7. 4 Yel 10 C-87) / ratnage easement: as platted and shown hereo7:. lying ad_jacc^t-- to -etl 4 -e - for the purpose of installing, operating and / maintaining drainage swales and drainage facilities to dispose of runoff, is hereby granted. The County of Spokane Is hereby granted the right of ingress and egress to all drainage ease- ments adjacent to the public rights -of -way. The property owner shalt maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the -maded -j-ace t s r-eets 9. A statement must appear in the dedicatory language of the plat that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system. This approach shall be constructed in accordance with the approved plan on file in the County Engineer's Office. FROM ANGLE AUTO INV PLAT BOUNDARY PE1449 ***** START 1 INV N 0 00 00.0 E. 2 INV N 89 57 04.0 W 3 INV N 0 01 01,0 E 4 INV S 89 57 04"0 E 5 INV S 0 00 00"0 W 6 INV N 89 50 06.0 W DIST NORTH' 5/5/8b 437.6200 84.5000 100.0000 644.4600- 538.6300 560.0000 EAST TO 1000,00000 1000.00006 1437.52800 1000~00000 . • 1437.59210 915.50003 1537.59210 915.52960 1537^04220 , 1559°98937 998.41220 1000.02488 1559.98937 6 999.99169 . 7 LAT & DEP -0.02488 0.00831 7 HCLOSE S 18 27 57.4 E • 0.0262 1000"00000 1000.00000 PRFC=1 TO 90168 Area=309757.85sq ft 7"1111acree 5 1 FROM ANGLE RAD TAN • AUTO INV BLOCK SIDELINE FE1449 5/5/86 ***** START 1'INV N 0 00 00,0 E 412.5200 INV CURVE RADIAL N 0 03 24.0 E DELTA 89 56 36.0 RT 160.0000 159.8418 DIST L-ARC 251.1692 RADIAL S 90 00 00.0 E RP 8 CHORD S 44 58 18.0 E 7226.1622 TAN@PT S 0 0C/ 00.0 W 10 INV ' S 0 00 00.0 W 58.7700 INV CURVE RADIAL S 90 00 00.0 E DELTA 52 01 12.0 RT RAD 15.0000 TAN 7.3192 L-ARC 13"6188 RADIAL S 37 58.48.0 E RP 11 CHORD S 26 00 36.0 W 13.1558 TAN@PT S 52 .01 12.0 W INV CURVE ` RADIAL N 37 58 48.0 W DELTA 284 02 24.0 LT ' RAD 50"0000 TAN '39.0362 L-ARC 247.8717 RADIAL N 37 58 48.0 E RP 13 CHORD S 90 00 00"0 E 61.5386 TAN@PT N 52 01 12.0 W . INV CURVE RADIAL. S 37 58 48.0 W DELTA 52 01 12.0 RT RAD TAN L-ARC 15.0000 7.3192 13.6188 RADIAL N 90 00 00.0 W RP 15 CHORD N 26 00 t6'0 W TAN@PT N 0 00 00.0 E 17 INV N 0 00 00.0 E INV CURVE RADIAL S 70 00 00.0 E DELTA 89 57 04.0 LT 'RAD 210"000V TAN 209.8209 L-ARC 329.6880 RADIAL N 0 02 56.0 E RP 18 CHORD N 44 58 32.0 W TAN@PT N 89 57 04.0 W 20 INV N 89 57 04"0 W , 21 INV N 0 01 01"0 E --- 22 - 1k11 89� - 04 - 0 - � 23 INV S 0 00 00.0 W 24 INV N 89 50 06.0 W 13.1558 58.7700 296.8581 • • NORTH 1000.00000 1412.52600 1252.52008 1252.52008 1193.75008, 1193"75008' • 1144.84176 1181°92669 1154"07255 1142:51541 1181.92669 1193.75008 1224.84198 1193 1209.84198 1252.52008 1209°84198 1252.52008 1462.52000 EAST TO . � 1000.00000 1 1000.00000 8 999"84176 ` 9 1159.84176 10 1159.84176 11 12 13 1184.84187 14 1215.61119 15 16 17 18 999.84198', 19 1000.02117 20 84.5100 1462.59211 915.51120 21 75.0000 1537.59211 915.53338 22 - �3647.4&00 - 1377"C30 -15497 538^'6300 998,42074 1549.99315 24 550.0000 1000:00463. 999^99593 LAT DEP -0.00463 0.00457 . 25 HCLOSE S 44 38 09.2 E 0:0065 100O,O00O0� :11000.00000 1 PREC=1 TO 502823 Area=276769.72sq ft 6,3538acres,. FROM • • � AUTO INV � �� . NW 1/4� PE14q9 •5/5/86 � �**$* START . 26 JNV N 0 00 00.0 E, 438.6900` - 27, INV. N. 0 00 00.\) E 100.0000 28'\ m 0 0 oo.o E: 1228.7000 • 29 INV S 89 55 58.0 W 2656^4000 36 INV. '8' 0 04 04.0 W 1323.3100 : 31 S 0 04 04,0.m 1323.3100 32 INV . S 89 50 06�0E 2659:5400 33.INV N 000 00.0'E 890.0000 FROM 34 INV 27 INV ` � � ' • � � ^ ANGLE AUTO INV` . NW CORNER OF 1/4 ***** START • � 35 INV S 89 55 58"0 W 30 INV • 8 0 04,0 W 31 INV . S 89 57 09"0 E 36 SSINV S 73 40 05.6 W 36 SSINV N 0 01 d|:3 E DIST 1992.3000 1323.3100 . 1993.4700 0.0034 1327.3476 NORTH . N 0 00 00.0 E 438.6937. N89 57 03.5 W .2657.9645 / • ' ANGLE . DIST NORTH . EAST TO 998.32972 1579.99759 26 1437.01972 1579.99759 1537.01972 1579^99759 28 2765.71972 1579.99759 29 2762.60310 . -1076^40058 30 1439.29403 -1077.96598 31 115.98496 -1079.53138 32 108.32604 1579.99759 33 998.32604 . 1579.99759 34 \LAT & DEP - 0.00368 0.00001 34 HCLOSE N V 05 32.8.E. 0.0037. 998.32972 1579.99759 26 , PREC=1 JO 2884895 , .Area=7048938,67sq ft 161.8214acres . ..° - `� ' , . , • . 1937"01972 . 1579.99759 27 1439.29403 -1077.96598 31 • EAST 27 TO 2764"94057 915.89805 2762.60310 -1076.40058 . 30 1439.29403' -1077"96598 31 . 1437.59306 915.50329 36 1437.59210 915.50003 3 2764.94057 915.89805 35 3 FROM ANGLE DIST AUTO INV BLOCK SIDELINE PE1449 4/2/86 ***** START 1 INV N 0 00 00.0 E 412.5200 INV CURVE • RADIAL N 0 03 24.0 E DELTA 89 56 36.0 RT RAD 160.0000 TAN 159.8418 L-ARC 251.1692 RADIAL S 90 00 00.0 E . RP .8 CHORD S 44 58 18.0 E TAN@PT S 0 00 00.0 W 10 INV S 0 00 00.0 W INV CURVE RADIAL S 90 00 00"0 E DELTA 52 01 12.0 RT RAD 15.0000 . TAN 7.3192 L-ARC 13.6188 RADIAL S 37 58 48.0 E RP 11 CHORD S 26 00 36.0 W TAN@PT S 52 01 12.0 W INV CURVE RADIAL N 37 58 48.0 W DELTA 284 02 24.0 LT RAD 50.0000 TAN . 39^0362 L-ARC 247.8717 RADIAL N 37 58 48.0 E RP 13 CHORD S 90 00 00°0 E. TAN@PT N 52 01 12.0 W INV CURVE RADIAL S 37 58 48"0 W DELTA 52 01 12.0 RT RAD 15°0000 TAN 7.3192 . L-ARC 13.6188 RADIAL N 90 00 00.0 W RP . � 15 CHORD N 26 00 36.0 W TAN@PT N 0 00 00.0 E INV CURVE RADIAL S 90 00 00.0 E DELTA 89•57 04"0 LT • RAD 210.0000 • TAN 209.8209 L-ARC 329"6880 RADIAL N 0 02 56.9 E. RP 17 CHORD N 44 58 32.0 W TAN@PT N 89 57 04.0 W. 19 INV N 89 57 04.0 W 20 INV N 0 01 01.0 E 61.5386 13.1558 296.8581 84.5100 75.0000 , • NORTH / : EAST ' TO . • 1000.00000 1412.52000 • 1252.52008 226.1622 . 1252"520.08 .� � 58"7700. 119375008 � 1193.75008 13.1558 - 1181.92669 1142.51541 1181.92669 1193.75008 1193.75008 1O0O.VVop0 1 1O00.0o0O0 ` 8 999^B4176 1159.84176 1159.84176 1144.84176 1154.07255 1184.84187 1215.61119 1224 1209"84198 11 1193.75008 999.84198 18 1403.75000 . 1000.02117 19 1403"82211 915.51120 20 1478.82211 915.53338 21 9 . 10 12 13 14 15 16 17 FROM ANGLE AUTO INV . PLAT BOUNDARY PE1449 ***** START 1 INV N 0 00 00.0 E 2 INV N 89 57 04.0 W 3 INV N 0 01 01.0 E 4 INV S 89 57 04.0 E. 5 INV S 0 00 00:0 W 6.INV N 89 50 06°0 W 4/2/g& DIST 'NORTH 437.5200 84.5000 100"0006 634.4600 , 538,6300 55@^0000 LAT & DEP -0"00461 0"00835 7 HCLOSE S 61 03 46.1 E 0.0095 1000.00000 1000^00000 PREC=1 TO 245906 Area=304382.80sq ft 6°9877acres FROM ANGLE AUTO INV BLOCK SIDELINE ***** START DIST 1000.00000 • 1437,52000 1437.59210 1537.59210 1537.05073 • 998.42073 100O.00461 NORTH EAST TO 1000.00000 1000.00000 915"50003 915.52960 1549.98937 1549.98937 999.99165 EAST TO 1 - 2 4 5 6 7 1 r Bill Wagstaff S. 2012 Adams Road Veradale, WA 99037 0 jh Form No. W -AK -735 Rev. 12.73 Transamerica Title Services 7 cc: Clarence E. Simpson Engineers Inc. L cc: Spokane County Planning Commission cc: Spokane County Engineers RE: The following matters affect the property covered by this order: Transamerica Title Insurance Company SUPPLEMENTAL TITLE REPORT YOUR LOAN NO MORTGAGOR PURCHASER OUR ORDER NO GD- 128920 ❑ Deed dated and recorded as file No ❑ Contract dated and recorded as file No ❑ Mortgage dated and recorded as file No ❑ Deed of Trust dated and recorded as file No (] Paragraph Is) No 1 of our preliminary commitment is eliminated. ❑ The policy is being issued in accordance with your instructions. ❑ Our inspection of the premises on discloses REc fivE0 APR lie 1986 s paKAfy c cou , N`y r."gt/ f fR 'X] Except as to matters reported hereinabove, the title to the property covered by this order has NOT been reexamined. ❑ There has been no change in the title to the property covered by this order since EXCEPT the matters noted hereinabove. 1st Supp 4 -07 -86 Dated as of at 8:00 A.M. TRANSAMERICA TITLE INSURANCE CO. (dole of last report) Dear Sir: Tra isamePIG;a. Title Services MERU waft Count Engineering Bill Wagstaff S. 2012 Adams Road Veradale, WA 99037 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 the title to the following described land situate in Spokane County, to wit: LEGAL DESCRIPTION: The South 100.00 feet of the Southeast Quarter of the Northeast Quarter of the Northwest Quarter of Section 26, Township 25 North, Range 44 E.W.M.; EXCEPT County road; (continued) Transamcrca Title Insurance Company -- North 720 Argonne Road Spokane, Washington 99212 (509) 922-2222 RECEIVED CERTIFICATE TO PLAT FEB 2 7 1985 Order No. Charge: Tax: Total: GD- 128920M $125.00 $9.75 $134.75 TOGETHER WITH the West 560.00 feet of the East 580.00 feet of the North- east Quarter of the Southeast Quarter of the Northwest Quarter of Section 26, Township North., Range 44 E.W.M. EXCEPT that portion of the West 560.00 feet of the East 580.00 feet of said Northeast Quarter of the Southeast Quarter of the Northwest Quarter lying within the South 890.00 feet of the Southeast Quarter of the North- west Quarter of said Section 26; Situate in the County of Spokane, State of Washington. VESTED IN: WILLIAM C. WAGSTAFF and DELMA F. WAGSTAFF, husband and wife. EXCEPTIONS: A. General taxes as follows, together with interest and penalty, if any, after delinquency: Tax Account No. 26542 -9022 Affects portion .26542 -9039_ 'Affects portion Order No. GD- 128920M Page 2 CERTIFICATE TO PLAT Year Annual Billing Amount Paid Balance Due 1986 $1499.37 $0.00 $1499.37 in NE1 /4 SE1 /4 NW1 /4 1986 $182.87 $0.00 $182.87 in SEI /4 NE1 /4 NW1 /4 NOTE: 1986, assessed valuation: Land $27,500.00 Improvements $81,600.00 " $13,300.00 1. Any assessments that might be levied by Vera Irrigation District No. 15. 2. AGREEMENT AND THE Between: And: Regarding: Dated: Recorded: Recording No.: 4. MORTGAGE AND THE Mortgagor: Mortgagee: Amount: Dated: Recorded: Recording No.: Affects: TERMS AND CONDITIONS THEREOF: Vera Electric Water Company, .a corporation D.K. McDonald, A.C. Jamison, Andrew Good and Vera Land Company, a corporation Providing for construction of ditches, flumes, pipe lines, etc., with right of ingress and egress to maintain said flumes, pipes, etc.; and providing for lien for unpaid charges for such service. April 25, 1908 April 25, 1908, Book "H" of Contracts, pg 292 200528. Easement for ingress and egress over the North 60 feet of the West 560 feet of said property for the use and benefit of the properties adjoining the West, created by instrument dated March 24, 1966, filed for record March 28, 1966, as Document No. 188960C. Affects portion in SE1 /4 of NW1 /4. TERMS AND CONDITIONS THEREOF: L. Miles Livingston and Genevieve Livingston, husband and wife Old National Bank of Washington, a national banking association $20,000.00 March 7, 1968 March 13, 1968 351281C Portion in SE1 /4 of NW1 /4 (continued) Records examined as to February 21, 1986 at 8:00 A.M. pds cc: Spokane County Planning Spokane County Engineering Clarence E. Simpson Engineers Order No. GD- 128920M Page 3 CERTIFICATE TO PLAT TRANSAMERICA TITLE INSURANCE COMPANY By: �✓ Gil Doddr'.ge Title Of cer o N . A Doll • PIRANSAMERICA TITLE 1,1SUP.ANCE COMPANY. • 1 NORTH 720 ARGONNE ROAD I • _spoiSANE, WA. 99206 ‘ F . rigs !ha pu - , ••-f,,..:,,.,r,...431;-:.k...,v>.• •lid,'...riat. : . I Plinkis diide-4,,ii -/..t;7•.:•..:44;,,,;."?:::izte,_,,, • , . .,, ... tairt?s rpoiCtiiiiii. in licatim,: k id !P r einficaind coMpinfi'librkei im .-4,, z.,,,,-'. r :- ., ." : :- 'In •Ir :: I lia bnitilarjefaya . ;s:It'anfr. irr diniensiorts encT_:._ 10 .:1Nop_ascertA7r,IK bv` f.' "2. '. ... '3 (-) a° 0 6 0 / / - K.. c ( 3 ,10 C: A ) 0 - rt. 81(808 WILLIAM G. WAGSTAFF Dru.NIA L. WAGSTAFF 2012 S ADAMS RD 926 -8965 VERADALE, WA 99037 • LL.Nt C LC G- L CI L/ 4 ide e. s ∎r 1 : 1 251000 3 4 3058 305E 28-3/1251 'AY TO THE c a(-�> (r - ("c) 1RDFR OF �.J et—.1_. 1! ! ern t\-4-1 --A iG1L -4 ( lC�)n� SI Q _ ®NIB SPNan, MM nancia an COO w 428 ad National list Srowans. wssninptm 98201 e RECEIPT Date 19 19 a -(L 7321 Received From 1A /;__LL l AJF..- W[&a-r _a Address t-.OJ3 J - AMA n s Dollars $ 3Cci For Ilk-It 15 i AO-D EL- I A/ AL /L; ChxcK l=Fy ACCOUNT HOW PAID MU. OF ACCOUNT CASH U �. K, SPOKANE 1 1.. ,,�... Er , . �_a I J l AML PAID CHECK V 3A5€ J 8AIANCE DUE MONEY ORDER p By 5�C A `; ` u. f �_ 81(808 WILLIAM G. WAGSTAFF Dru.NIA L. WAGSTAFF 2012 S ADAMS RD 926 -8965 VERADALE, WA 99037 • LL.Nt C LC G- L CI L/ 4 ide e. s ∎r 1 : 1 251000 3 4 3058 305E 28-3/1251 'AY TO THE c a(-�> (r - ("c) 1RDFR OF �.J et—.1_. 1! ! ern t\-4-1 --A iG1L -4 ( lC�)n� SI Q _ ®NIB SPNan, MM nancia an COO w 428 ad National list Srowans. wssninptm 98201 .c Is N0. 84 0911 BEFORE THE BOARD OF COUNTY COMMISSIONER OF SPOKANE COUNTY, WASHINGTON IN THE MATTER CONCERNING PRELIMINARY ) SUBDIVISION PE- 1449 -84, LEHI 1ST ) FINDINGS OF FACT, ADDITION AND ZONE RECLASSIFICATION ) CONCLUSION AND DECISION ZE- 34 -84, FROM AGRICULTURAL TO AGRI- ) CULTURAL SUBURBAN AND R -1 ) SPONSOR: WILLIAM G. WAGSTAFF T HIS MATTER, being considered by the Board of County Commissioners of Spokane County, hereinafter referred to as the "Board ", of an appeal of the Spokane County Hearing Examiner Committee decision of April 19, 1984, where said committee APPROVED said proposal with conditions of approval. The Board received an appeal application on May 8, 1984 by the sponsor, William G. Wagstaff. The Board held a de novo public hearing on June 19, 1984, and having fully considered all testimony presented, and having individually acquainted themselves with the vicinity and the site in question, did reach a decision on July 3, 1984, to DENY the appeal after considering or concluding the following: FINDINGS OF FACT 1. That the April 19, 1984 STAFF REPORT was considered. 4. That the April 19, 1984 Hearing Examiner Committee Findings and Order were considered. 5. That the file of PE- 1449 -84 was considered. 1 6. That the proposal is located in an area designated as URBAN on the adopted Spokane County Comprehensive Plan and is within the Priority Sewer Service Area (PSSA) where Spokane Valley sewers will be installed. 7. That the proposed density is consistent with the Comprehensive Plan and the adjacent lot sizes. 8. That the proposed 1.2 acre Lot 15, Block 1 with existing barn and large animal keeping facilities would be entirely surrounded by adjacent lots approved for R -1 single family uses. 9. That the near vicinity is predominately developed single family homes With R -1 zoning, has R -1 approved subdivision zoning east across Adams, Or has an existing Sunrise school with playgrounds. 10. That the proposal to keep large animals on said Lot 15 would be inconsistent with said surrounding land uses and may create public health problems. 11. That the applicant's submittal for subdivision and zone reclassifi- cation approval, once the Final Plat is recorded, causes said Lot 15 to lose any non - conforming" status regarding large animal keeping. 12. That considering all agencies /departments' review and recommended conditions of approval and the foregoing findings, the Board concludes that the proposal as conditioned will not be detrimental to the public health, safety and welfare. 13. That the sponsor did provide evidence of changed conditions warranting the zone change, including but not limited to the adoption of the Comprehensive Plan for URBAN of this area, adoption of the Comprehensive Waste Water Management Plan and the ASA overlay zone. • 84 0911 F PE- 1449 -84 & ZE -34 -84 Findings of Fact, Conclusion & Decision LEHI 1ST ADDITION 14 That the Board concurs with the Hearing Examiner Committee Final Declaration of Nonsignificance. 15. That the proper legal requirements for advertising of the hearing before the Board have been met. 16. That on July 3, 1984, the Board, at a regular meeting, did DENY the appeal based upon the testimonies submitted at the public hearing and other evidence available to the Board and thus make the following decision: DECISION From the foregoing Findings, the Board hereby DENIES the appeal and UPHOLDS the Hearing Examiner Committee's Conditions of Approval and adds the following conditions of approval: 1. That the conditions set forth in the Spokane County Hearing Examiner Committee's Findings & Order of April 19, 1984, attached hereto as EXHIBIT "A ", are hereby adopted as Conditions of Approval, except as amended herein: a. That the Agricultural zone of Lot 15, Block 1 shall be reclassified to R -1 on that portion of the proposal upon Final Plat recording . b. That large animal keeping status of "non- conforming" is lost on Lot 15, Block 1 with the recording of the Final Plat. The abov Board of By BY os nne THE ORDER OF THE BOARD THIS 23 DAY OF G4 %WAGC.. ,1984. action taken by a vote of the Spokane County Commissioners as follows: Commissioner Keith Shepard - Aye Commissioner John McBride - Aye ATTEST; WILL E. DONAHUE Cl a3 the Boar Montague, Deputy Cle BOARD OF COUNTY COMMISSIONERS i• z 3. P6 /Qv /GA _ 4e/di IL/ 0 y — /g - `% t1.ke. Q\i1ikk∎p.s . `fo 2 °Aime — 'Ref res i 5 ?msso cC W U.) 0.cSTac s a 0 1: 2 - AcLA/ns lad ��c/�t5p 2 Discuss tout �CQcIc to P rn & 2.... Veg.? I ' BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON IN THE MATTER CONCERNING PRELIMINARY ) UN SUBDIVISION AND ZONE RECLASSIFICATION ) PE- 1449 -84, LEHI 1ST ADDITION ) NOTICE OF ZE- 34 -84, AGRICULTURAL TO AGRICULTURAL ) PUBLIC HEARING SUBURBAN AND R -1 ) SPONSOR: WAGSTAFF ) NOTICE IS HEREBY GIVEN that William G. Wagstaff, Sponsor of the above captioned Preliminary Subdivision and Zone Reclassi- fication application, has filed a Notice of Appeal of the action by the Hearing Examiner Committee to approve subject plat with R -1 zoning only. NOTICE IS FURTHER GIVEN that the Board of County Commissioners of Spokane County, Washington, will conduct a public hearing at 1:30 P.M. on TUESDAY, JUNE 19, 1984, at its office in the Spokane County Courthouse, West 1116 Broadway Avenue, Spokane, Washington, to consider PE- 1449 -84, Lehi 1st Addition /ZE- 34 -84, Agricultural to Agricultural Suburban and R -1 on property generally Located in the Spokane Valley west and adjacent Adams Road and north of 22nd if extended westward from Adams Road; within Section 26, Township 25N, Range 44 EWM NOTICE IS FURTHER GIVEN that any person interested may appear at this hearing and present testimony in support of or in opposition to the action of the Hearing Examiner Committee. BY ORDER OF THE BOARD this 15 day of May, 1984. PUBLISH: SPOKANE VALLEY HERALD MAY 23, 1984 WILLIAM E. DONAHUE CLERK OF THE BOARD BY: / 0, �2 2/7 Q J RO3ANNE MO TAGUE, 'DEPUT Gary Kennaly Engineers • 1077 : • . • • J a ours a:issw n& .. .. . 139 14 6 141 In" :4: L. 019 32'0 PE- 1449-84 ZE- 34-84 RT EC ON I Ave Ids ..9 150 JI 152• 15 15'. ST A ere Phone: 9 e964; .caring Date: uV %.'J V• :ame: l/ / A( -iSTA-F r P Print) Appeal Fe- - $13.00 .ddress: .-y (FI 7/3 ATh 1L4t • l iaaring Examiner Committee Action Being Appealed Title: 1_c_ - 1 / 1-70S1 A biDri /nA/ Preliminary Subdivision Number: - - e 5L Zone Reclassification Number: 34- 34 Date of Hearing Examiner Committee Action: A 's!r c= 1. C, ..l ..- •> r OFFICE USE ONLY ECEIVED MAY 04'1984 COUNTY CC� t7,MIS.SI / N?$� toda s a /4/: Business Zip Code: 990 7 Phone: 922- Al 01(- igna cure : ignature of Authorized .Representative: '.ddress: J�. RRE.\Sii ::S FOR AiCEAL CF/ -1P-f7 x /n C. 4 /(% - S /! /(�dfi / /,� �! �3 - - - ' - � /i� - 4. > T m .-�, ,.. ,; . / / - -, -,-•, : tip: , i2), Tf r;:.,tc.i l7r-7C".4 L'i• / /A t r:; ✓/) 1 /" ! =A '�l� >'� "ice - -" f'.�i_ -y / >�.i -� !-= :� - /(/l l- iY , l :z; n S //i7 j` .. �-r / /' :. / / - 2"4"- ,t :!. LAG �!i •,_ • <,= .I/A/i•!r'i % i i� 2 /i1/2 il i / %1 :L.'.•J .'Y._ -?1 r 'G er -7 c•// A /ie: f: /! / / iAV r !I / , :A At /, �7 drl74r (7.,,c. • E: DteL A/ /en , L /ri- ,(?= K' it F S4t .4l •_St/ '. • i :opies to: Planning Engineers 7-- Environmental Health / Norma Smith 'cc Received: Check �s`,, -- Cash . Receipt Number # ,3 9/6 r A. INTRODUCTION This matter having come before Examiner Committee on April 19, present being Richard Skalstad, Williams. B. PROPOSAL SPOKANE COUNTY HEARING EXAMINER COPLMITTEE FINDINGS AND ORDER the Spokane County Subdivision Hearing 1984 and the members of the Committee Chairperson, Lynn Tennican and Jerry The sponsor, William G. Wagstaff, is requesting approval of a preliminary plat of 1449'' =84., LEHI 1ST ADDITION, and one Change ZE- 34 -84, Agricult� l — to Agricultural Suburban and R -1 for subdivision of 7.1 acres into 16 lots - -- 15 lots for single - family dwellings and one 1.24 -acre lot for limited large animal keeping with the existing dwelling and barn, and there being present, the following applicant or representative: Michael C. Phillips & William G. Wagstaff C. FINDINGS OF FACT 1. That the proposal and information presented in the STAFF REPORT was considered. 2. That the Comprehensive Plan designates this area as URBAN. 3. That the proposal is within the Priority Sewer Service Area (PSSA) boundary. 4. That the proposal does comply with the purpose and intent of the Comprehensive Plan decision guidelines for "fill -in" development and compatible land uses. 5. That limited animal keeping in an Urban setting of high density single - family dwelling near a school is not appropriate nor compatible with the future adjacent single- family dwellings of the proposal. April 19, 1984 File No. PE- 1449 -84 Findings & Order Lehi 1st Addition C. FINDINGS OF FACT (cont'd) 6. That the sponsor does appear to have "non conforming" rights to retain large animals on Preliminary Plat Lot 15. 7. That one property owner of adjacent lands expressed opposition to the high density and concern for keeping of large animals. 8. That only R -1 zoning should be granted. 9. That the provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with. 10. That the proper legal requirements for advertisement of Agenda Item have been fulfilled. 11. That the Hearing Examiner Committee finds the proposal as conditioned is not detrimental to the general purpose or otherwise harmful to the public health, safety, and welfare. D. SPECIAL CONDITIONS OR CONTINGENCIES APPLICABLE TO THIS DECISION Those conditions as listed in the April 19, 1984 STAFF REPORT, as amended below: 13. (Amended to read) E. ORDER Upon filing the final plat the zone change shall be finalized and the existing Agricultural zone classification shall be changed to R -1. The Hearing Examiner Committee pursuant to the aforementioned, finds that the application of preliminary plat PE- 1449 -84, LEHI 1ST ADDITION and Zone Change ZE- 34 -84, Agricultural to R -1, is hereby APPROVED to MAY 1, 1987. Motion by: Jerry Williams Seconded by: Lynn Tennican Richard Skalstad - Aye Lynn Tennican - Aye Jerry Williams - Aye 2 April 19, 1984 Findings & Order ATTEST: By: Date: JOHN NUNNERY Spokane County Subdivision Administrator HEARING EXAMINER COPIMITTEE HEREBY ATTEST TO THE ABOVE FINDINGS, ORDER AND VOTE. File No. PE- 1449 -84 Lehi 1st Addition 3 N AFEOCOC TYNASHI TON proposed plat Is affected by a Flood Hazard Zone. PLANNING DEPARTMENT` COUNTY ENGINEER'S DEPARTMENT in r&..n -r✓ I CONDITIONS' FOR PLAT NAM Lehi "" 6 NUMBER &E , ' �c "J9 - Q'c� " ti 'WflDITIONS L(RCLED APPLY TO PLAT UNDER CONSIDERATION • ' that conditional approval of the plot by the County Engineer Is given subject' I to�,� , f ',; !` dedlcatlon,. of Right -of -Way. and approval of the road system as indicated In the" ' ''C}' preliminary plot of record. that plans, profiles, and cross sections as designed to County standardap showing:., proposed street centerline and curb grades be submitted to the County, iEngineer. approval prior to construction and /or the filing of a final plat; road'.'plans''.tob prepared under the direction of a licensed Professlona.l CIvI•t Engineer.'"- :..' ...;,�;( that drainage plans and design calculations showing the alignment of. dr,alnega?sl * facil,ities�be submitted to the County'Englneer for approval prior to,censtf4O;tTon and /or the,flling,of.the'final plat. Drainege plans to be prepared und er. f 't h O};' t, 'directloo of: _e licensed Professional Civil Engineer. -- 'E,4 -that the regulations 'of the National Flood insurance Program be obsery dsl'nce t ' A y . t � r Y E4 - construction wlthln•.the proposed publi street and easements shal bekpor formed `fit under the dl'rect.supervislon of a licensed engineer /surveyor, who shall;furntsShii.4At6i., r County. Engineer with "As Built" plans and a certificate In writing thara,ll Improve -< ■ents wore' Installed to the lines and grades shown on the approved constructionplens ;1 and theti.all dist.ur ponuments. been replaced; eq' ti . no•constructlon work As to be performed within the existing or. proposed'Publie 'RI'ght ot.Wey until a permit has been .issued by the County Engineer.` All wonkmas saaject Inspection and approval by the County Engineer; s , - - 12; alt co e nstruction within the.x•isting or proposed Public Right of Way - l,s "to 'be "corn =.'r! pleted to fltIng the final plat. or a bond In the amount estlmate the'County ' Englneer`to cover.the 'cost of construction of Improvements, constructlon < tlon, 'As'Bul1t" pl "end monument7ng the street centerlines shell be.tf..iled ' ,•the County' Engineer; t '•i+ E 8 -no direct access from lots to,1 /2 Right of Ways until such roads are • con to "County Standard* established as County Roads - -••'L .. E 9 -no direct access from lots to Stub Road connections until such' roads are, con'struct to County ! Standards and established as County Roads; ` ,.` _ t 4; . s `Y. Czar ' E10 -road design, construction, and drainage control for 1/2 Right of Ways and' .S'tub. "Road'. a' connections are the responsibility of the Developer; Ell-that appropriate provision be made that the following described property beheld i In . trust until the continuation of the streets be dedicated or deeded: -A 1 ft: strlp the ends or edges of all streets that terminate or border the plat boundary.» (Tom- ., porary cul de sacs ere required when streets terminate at the plat boundaries.) EI -a statement must appear In the dedicatory language of way access permits be required prior to Issuance of a approaches to the County road system. - dedication of /0 F/' addltlonal Right of Way along addltlonal Right of Way along addltlonal Right of Way along • the plat that Ind.ivlduel drive-, building permit for driveway E14 -a statement shall be placed In plot dedication that no direct access be allowed from lots to E15 -that a statement be placed In the plat dedication providing tor future slope ease- ments es required by Spokane County along existing County roads providing direct access to the plat shall be paved and /or curbed to Spokane County standards. that all public roads within the plat be designed and constructed to Spokane County standards. `` that sidewalks are required along the arterial(s) on �YCki \\ ■ova Public Rood Standard 'TYPICAL Roadway Section (11 Section Number _Z,_ For 4(.00L.`2.Fc( Minimum Paving width 5CC1?. ✓!6,',•7: 41 ✓'Tt - / (2) Section Number . 2 . _For _ (,r _ minimum Paving width _//CC:•,. "5 / sTsl:__.. : (3) Section Number ___ For _,_ _________ Minimum Paving width (4) Section Number For _ Minimum Paving width. . -the word "applicant" shall include the owner or owners of the property, his heirs, assigns , and successurs. E21 -to construct the road improvements stated herein, the applicant may, with the approv- al of the County Lnglnoer, Join In and be a willing participant In any petition or .'-':resolution which purposes Is the formation of a Road Improvement 'District -(RID). for : -'sold Improvements pursuant to RCM 36.88, as amended. At such time as an RID 1s. created or ,any Road Improvement Protect Is sanctioned by Spokane County, the Improve - '•ments required (curb, sidewalk, drainage control and paving to existing pavement) , ` wi-It be at the sole expense of the undersigned owner. their heirs, grantees and assigns. , E22 -es an 'alternative method of constructing the road Improvement stated herein, the . applicant may, with the approval of the County Engineer, accomplish the road Improve - ' ments stated hereln by Joining and participating In a County Road project (CRP) to __'the extent of the required road Improvement. At such time as an RID Is created or • any'Road, ;Improvement Project Is sanctioned by Spokane County, the Improvements re- ' qu Ired;(cur.b,.sideralk, drainage control and paving to existing pavement) will be at "the sole expense of the undersigned owner, their heirs, grantees and assigns. E23 -that, the' statement be placed In the plat dedication; The owners, their heirs,. grantees and assigns, agree to Join In the formation of a County Road • •.Iapcovement pursuant to R.C.M. 36.88 at such time ass Road Improvement DI'str.l created or any Road .Improvement Protect Is sanctioned by Spokane Coun ,;, ty. , The - Improvements required (curb, sidewalk, drainage control and, paving) will be at thepsole of the owner, their heirs, grantees end assigns. . E24- that•the shall prepare., and submit to the County Engineer a design' proposel • acceptable,, to,the, State. Hlghray Department of the:proposed State Hlghray- County Road " .nt`sirseetIon. State. Hlghray Department approval of the proposed design must'be . " to - the filing of the final plat. Improvements to the State Highway' " ' er o responsibility of the Sponsor and ■ey either be- constructed or a bond . ��- cost•of such Improvements furnished to the County • Englneer In the amount ..es`de t; rrinod by the County Engineer and the Ste to Highway Deportment. '.E2 theaproposbd' prlve road(s) as shown on the pr IIminary plet's'erving._ tots with ' �" t., d.,,linerextenslon possible; extension to servo 8 or lets Iota; ;future pubs Ic '• ` " - - -' by the County Engineer. y ' - J L.. . st private'. road(s) be Improved to Spokane County, standard for a, private road. .a +k:. ,,, standard serving lots. Subject t f approval under soetion 10 207 of the Spokane County Fire .Code. ,' (,• - - - r 27 thatr�the`1ohlowing, provision be sade that the following ~ described property be held In ' " trust until the continuation of the private road and the "Treat X" Is deeded or S dedl it _r ated ; "a j lt. s trip et. the ends or edges of all prlvafe "Tract X" that . terminate or bord r ihe •., plat boundary. - • arst shall be placed In the plat dedicatio that • the ' X" private roed(s) contaf'ded.wtthln 'this plat Is /are tor the sole use ot w,lthln.the plat until sucht.tme es the ,roadway Is improved and established as a. publlc.road. . E 2Pt4hel-ther0Oelowin g statement be placed In the plat dedication: . v: e s WARNING Spokane County has no responsibility to build „Improve; ma1ntal n,- or other �:, -w'Is e , se GG ce•.t he . p r l v a t e • r o e d s contained w i t h i n or providing service to the p r o p e r t y • h; descr'I'b'eE r ln this' plat. By• accepting•.thls plat or subsequently by ai i'owingia , ' .s,' bul;ld l;n'y• perm) t to be Issued on property on a private road, Spokane County assumes ono - ; :obd;igatIon,.for said prl road and the owners hereby acknowledge that the County ; ( : ligation of any kl•nd or nature whatsoever to establish, examine,. survey; 1'don$'.truct; 'alter•, repair, Improve,, maintain, provide dralnege or snow removal" on a ' `.,e,..„prvate road: This requirement Is and shall run with the land and shall be binding •epon;>ttho owner, their heirs, successors or assigns Including the obllgetlon to pertl- clDa:te'rin;ithe maintenance of the private road as provided herein. -' .y:..:' thef;pr,oposetd plat shall be Improved. to the standards set forth'In Spokane County Board "of. Commissloners Resolution No. 80 -1592; as amended, which establishes regule -, t: a'. t . .o approaches, drainage, and fees In new construction.. r+ - th;e;' Engineer hes examined . County development propossi.and has'determined that' ..` '.the "Impact of this proposal upon the existing County Road System warrants , the t; :t lon'at additional right-of-way and the roadway Improvements herein specified. - ''.o SPO alE°000WfY,YWASHIN6TON „TO:' PLANNING DEPARTMENT ' FROM: COUNTY ENGINEERS DEPARTMENT `L'2rr -„/ — SUBJECT: ROAD CONDITI[ONS FOR PLAT NAM LZ hi ' / d <I� NUMBER PE ,140 s CONDITIONS LIRCLED APPLY TO PLAT UNDER LONSIDERATION ' i'. that conditional approval of the plat by the County Engineer Is given subJect•to . dedication of Right -of -Way and approval of the road system as Indicated In the.:' preliminary plat of record. , that plans, profiles, and cross sections as designed to County standard's.,sheeing l,, ,proposed street centerline and curb grades be submitted to the' CountyfEng.Ineer, fOr approval prior to construction and /or the tiling of a final plat; roadffplanOo?be.k prepared. under the direction of a licensed Professional Civil Engineer: ),,. +: :- that drainage plans and design calculations showing' the alignment t of''drain'ege' n t i•, ,;;'," :facilities be submitted to the County Engineer for approval prior to_;,construc.ti -' ':and /or 'the :filing of the final plot. Dra1nege•pl.ans to be prepared under the : .. r direction of a licensed Professional Civil, Engineer. , that the regul the National Flood Insurance Program be observed 'sfnce. the. -'' :'� ;'� proposed_ plot;Is effected by IS Flood Hazard Zone. } ; • - construction within the proposed public streets and easements. sh'ail' De per.for'med _: under the direct supervision of a licensed engineer /surveyor, who she.fl• a -, County Engineer' with "As 'Bu11t" plans and a'certlflcate'1n rr1ting,;that'el3 ieprove went.( wer,,e installed to the lines. and grades 'shown on the epprov.ed construction plans and that ell disturbed monuments have been replaced; -no constructlon' work Is to be performed within' the'exis,ting or proposed Public Right. of :Way untll,e permit has. boen by the County Engineer. AO work,.s subJect to ' Inspection 'end appr.ovai . , , t • by'he County Engineer;' o „ • 'V , • • ell construction within -the existing or propose Public' Right of ^ " Wey Is'to be - con - ;,, plated prior, totiling, the final or' a bond In the amount, es.tlmeted by the County ,. , Engineer „to cover.'the cost of.construction of improvements, constructioncer.tlfica tlon,,1As Bulilt” pions„ and monumenting the street centerline sh e d"w h be�111e ' ' the .County Engineer; " .� ', -, .E. S - no d.lrect, access 'from lots to I /2"Rlght of Ways untli cendtru County SIenderds%end,eitabllshed, County Roads; ' a _�+' �lk ;E E 9- no direct� from Tots to Stub Road connections until such ;roads"are .. +. r r'•. to• Countya,Stendor,ds end establ.Ished as County Roads; , , • _ „ ,, * , E10 roed,deslgn, construction, and drainage control for 1/2 Right of'Neys; and SYub.'Read 1. ' connections ere the responshilllty of the Developer; ' l.( . Ell-that appropriate provision be made that the following described property be-herd In trust until the continuation of the streets be dedicated or deeded: 7A•1 ft. str'I at the ends or edges of all streets that terminate or border the plat. bouddery.■ (Tem porary cul de sacs are required when streets terminate et the filet boundarie c -a statement must appear In the dedicatory language of way access permits be required prior Issuance of a approaches to the County road system. 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 /,or curbed to Spokane County standards. - that all public roads within the plat be designed and constructed to Spokane County standards. that sidewalks are required along the arterlalls) on CT h`�:�__``o A4 the plat that individual 'drive- building permit for driveway' E14 -a statement shall be placed In plat dedication that no direct access bo allowed from lots to - .1(1) -dedication of /D F additional Right of Way along /y'/ //Ji774 Am /AS ! /r +r) additional Right of Way along additional Right of Way along 1' • E22 -as an alternative method of constructing the road Improvement stated herein, the applicant' may., with the approval of the County Engineer, accomplish the road Improve- , ments stated herein by joining and participating In a County Road protect (CRP) to the extent of the .required' road Improvement. At such time as an RID Is created or' any Reed Improvement.ProJect Is sanctioned by Spokane County, the.Improvements re- :.qu)red (curb. sidewalk. drainage control and paving to existing pavement) will be at • the sole e>ipense of the undersigned owner, their heirs, grantees and assigns. "E23 -,that the followl.ngstatement be placed In the plat dedlcatlon: The owners, their ' grantees and assigns, agree to 'join In'the formation of • a County Road ' •Improvement District pursuant to R.C.M. 36.68 at such time as a Road Improveelent . .District Is ,created or any Road Improvement Project Is sanctioned by Spokane County. The Improvements required (curb, sl.dewalk, drainage control and paving) will be et, _ the•,so(o. expense of the owner, their heirs, grantees and assigns. .(. ;.: E24-that the`sponsor'shell prepare and submit to the County Eng l'n eer a des l propos e'I . f leccepteble'to the State Highway Department.of the proposed State Highway- County Road intersection: State � Highway Department approval of the proposed design oust be fi ?' receIvbd' prior. to *,the filing of the final plat. Improvements to the State HI'ghuay j ere.to`be respon"slbllity. of the•Sponsor and ■ey be 'constructed or bond • ,I to "cove: the cost : of, such Improvements furnished to the County .Eng'i In ?he amount he 'Count En inset and the State F11 hwe Department. v ,.r. determined by,•t y: 9 . 9 y De o p h M '-q +E25 the)proposed prl roadie) es „shown•o• the prellminery Diet serving _ 'blots wl.th t,` •. -no extension•posslble; extension to serve .8 or less lots; future publlc'� '.Right of May by the County Engl , - I'ubllc.ROed Standard TYPICAL Roadway Section (1) Section Number _2_ For .04,,,,)[ZLL._J:pd-. Mlnlmum Paving width jcr_,•,vi "1:', _!4!' :c4I � (2) Section Number . For .7r%'• et_ _ Minimum Paving width _/J . ., / <�r - / (51 Section Number For Minimum Paving width ( t ) Section Number _ For _ _ _ _____ _ Minimum Paving width €2 ) - the word "applicant” shall Include the owner or owners of the property, his heirs, assigns, and successors. E21 -to construct the road Improvements stated herein_, the applicant may, with the approv- a1 the County Engineer, Join In and be a willing participant In any petition or resolution which purposes Is the formation of a Road Improvement Dlstrlct (RID) for sold Improvements pursuant to RCM 36.88, as amended. At such time as an RID Is created or any Road Improvement Project Is sanctioned by Spokane County, the improve - ments required (curb, sidewalk, drainage control and paving to existing p t) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. . JE E26- that private roads) bs Improv sd to Spokane County 'standard for a private rood • • . - standard serving _ lots. Subject to epprovel under- ., section 10.20.7.of, the Spokane County Fire Code. '• E27 -thatl the following provl be made that the followi'n'g described property, be held,ln ,I:•_, trust u ntPI,,thecon of the private road'and the "Tract X" li deeded or . dell -• �7 cated ft. .strip at the ends or edges of all prlvete ?Tract X" that terminate or,' ; • • "border'''the,%p let boundary. • . .. • 28-. stetement shall be placed In the plat dedication that the."Tr,act X" private road(s) "`contained'' within this plat Is /are for the sole use of parcels. within the plat until ,. e . e6A't.lme „as, theiroadway Is Improved and established as a public road.. • • ' ,' 1 . E2,9 - that , the following statement be placed In the plat dedication: .WARNING`. Spokane County has no responsibility to build, Improve, maintain, or other - •' •I +,' rl.se'.aervICe the'prlvate roads contained within or providing service to the property ) described In this plat.. by accepting this plat or subsequently by allowing 6 ' ',bul'idl.ng ,'pbrmlt to be Issued on property on a private road, Spokane County.'assumes, no v , 1. . - obll:gatton for said private road and the.Owners hereby acknowledge that the County ;yiasrnoobllgatlon . of, kind or nature whatsoever to establish, examine, Survey, 4 . construCt;,.alter., repair, Improve, maintain, provide drainage or snow removal oh 8 '-ti road. This requirement Is and shall run with the land and shall be binding., T upon;;tho owner, their heirs, successors or assigns Including the Obligation to peril -' clpa,te In the maintenance of the private road as provided herein. • i the, proposed plat shall be Improved to the standards set forth In Spokane County Board,ot:Commissloner5 Resolution No. 80 -1592, as amended, which establishes regula -, ;1'10ns :for roads, approaches, drainage, and fees In new construction. - thu.'County Engineer has examined this development proposal and has determined that, . -the Impact of this proposal upon the existing County Road System warrants the dedice t'lon.of additional right - ot - ray and the roadway Improvements herein specified. IXTE N 11 23 rd TW ENTT -FOURT O IN 8 Q 1:1000 ,0 L . 0 i9 32 Ho tar I . - 2 F I ... ,; - LI 4 4 2: ♦ TM _ T L F T N V •- ma D. :..._...S .... .......:..... -. O II ( _.f TN ;. 13T1 . -L �. •.�il�.. TEENTH - 16 - I. GENERAL INFORMATION STAFF REPORT April 19, 1984 TO: SPOKANE COUNTY HEARING EXAMINER COMMITTEE FROM: SPOKANE COUNTY PLANNING DEPARTMENT STAFF RE: PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION PE- 1449 -84, LEHI 1ST ADDITION ZE- 34 -84, Agricultural to Agricultural Suburban and R -1 Sponsor: 926 -8965 Surveyor /Engineer: 926 -1322 William G. Wagstaff S. 2012 Adams Rd. Veradale, WA 99037 Michael C. Phillips N. 909 Argonne Rd. Spokane, WA 99212 Location: Located in Spokane Valley west and adjacent Adams Road and north of 22nd if extended westward from Adams; within Section 26, Township 25N, Range 44 EWM., Spokane County, Washington Comprehensive Plan: URBAN, within the Priority Sewer Service Area (PSSA) boundary. Proposal: The sponsor proposes to divide 7.1 acres into 16 lots - -- 15 lots for single - family dwellings and one 1.24 -acre lot for the existing dwelling and barn; and change the existing Agricultural zoning to R -1, except Lot 15 to be changed to Agricultural Suburban to continue to allow limited large animal keeping on 1.24 acres. II. SITE PLAN INFORMATION A. Site Size: 7.1 acres B. Site Characteristics: The site is flat and vacant except for one house and barn adjacent Adams Road. The land was once cultivated and appears to be used as pasture at the present. There are no trees - -- the site view is "open." - 17 - \ P. 1z I N 1 3 r IkJ I IDE ` URtVF . .. 12 w to t9 6S /70 /01 /30 25 P H 8 JW P“ A 'r'rE � /B /10 7 a /0 cs r 240 t• 1 + 2 40 19 240 SUNRISE SCHOOL :40 z `. 3 2 x (.1 N 2 4 1s -- -1 6 AVeNUe - 18 - STAFF REPORT, April 19, 1984 PE- 1449 -84 LEHI 1ST ADDITION II. SITE PLAN INFORMATION (cont'd) C. Neighborhood Characteristics: This proposal is located in the "Airpar'<" neighborhood of newer single - family subdivisions being developed in the late 1970's. Most subdivision lots are improved with single - family dwellings. These subdivisions encircle this proposal site and two other adjacent acreage ownerships - -- leaving an "island" of undeveloped land (20+ acres). The overall acre having once been cultivated fields has no established trees. D. Agricultural Summary: The Comprehensive Plan has identified this area as URBAN which precludes any agricultural land uses for this site. E. Zoning: Proposal - Reclassify all lots to R -1, except Lot 15 to AS. Site - The existing zoning is Agricultural, 1942. North - The existing zoning is Agricultural, 1942 and beyond is R -1, 1973 for "Early Dawn 2nd Addition." East - The existing zoning is R -1, 1977 for "Vera Crest Subdivision" and "Church Addition ", except Agricultural, 1942 for 4.6 acres. South - The existing zoning is Agricultural, 1942 for the Sunrise School. West - The existing zoning is R -1, 1973 for "Early Dawn 1st and 2nd Addition." NOTE: All above properties are zoned ASA, 1983. F. Land Use: Site - Vacant pasture with single - family dwelling, barn and garages. North - Partly cultivated pasture with single - family home on 8.6 acres. East - Across Adams is a 4.6 acre tract of SP -83 -239 with cultivated field and single- family dwelling surrounded by single - family dwellings on subdivision lots ranging in size from 16,200 sq. ft. to 17,200 sq. ft. - 19 - STAFF REPORT, April 19, 1984 PE- 1449 -84 LEHI 1ST ADDITION II. SITE PLAN INFORMATION (cont'd) F. Land Use: (cont'd) South - Sunrise school and grounds on 10.5 acres. West - Single - family dwelling on subdivision lots ranging in size from 13,300 sq. ft. (to the southwest) 12,200 and 12,500 sq. ft. (adjacent and west) to 13,750 and 13,500 sq. ft. (to the northwest), all in "Early Dawn Additions." G. Comprehensive Plan Designation: The Comprehensive Plan designates this area as URBAN and is within the Priority Sewer Service Area (PSSA) boundary. The proposal complies with the Decision Guideline policies for "fill -in" development and land use compatibility. H. Special Information: Circulation - The proposal will be served by Adams Road for fronting lots and by extending 20th Ave. east and turning south ending with a "Cul -de- Sac." Sidewalks are being required along Adams on the proposal side only. Design The preliminary plat is designed for interior facing lots on a cul -de -sac public road and four lots along Adams - -- See Preliminary Plat. Lot 15 is being made large to accommodate the existing barn and allow for continued limited large animal keeping. Density - The proposal is for lots of 10,000 to 11,000 sq. ft. for the west half of the site which will be adjacent backyards of the existing lots 12,500 to 13,500 sq. ft. Three lots on Adams Road will be 24,000+ sq. ft. with Lot 15 with the existing dwelling and barn will be 1.2 acres. The lots east across Adams Road are 16,200 and 17,200 sq. ft. and one 4.6 -acre tract. Water Supply - Vera Water and Power will provide water. An approved water Plan will be required prior to finalizing this preliminary plat. Sewage Disposal - County Utilities is allowing on -site septic tanks /drainfields, with provisions for ULID agreement and double plumbing. County Health will require the existing dwelling's drainfield to be located to assure it is totally on Lot 15 all prior to filing the Final Plat. -20- STAFF REPORT, April 19, 1984 PE- 1449 -84 LEHI 1ST ADDITION II. SITE PLAN INFORMATION (cont'd) H. Special Information: (cont'd) School - The proposal is in the Central Valley School District 11356, which sent no comment to the notice mailed. Parks - The report, "Planning for Park (revised 1976) indicates this proposal is located in "Airpark Neighborhood" which proposes a neighborhood park in the vicinity of 24th and Adams and no park is planned for this site. Fire - The proposal is within Fire District 111. The Fire District and County Building & Safety Department (fire marshall) are required to approve fire protection provisions prior to finalizing the preliminary plat by reviewing the Water Plan for hydrants, hydrant spacing, water flow capacity and emergency access. Cultural Resources - None have been identified. III. BACKGROUND /ANALYSIS A. Land Use: Staff finds the proposed addition of 14 new single - family lots ranging in size from 10,000 sq. ft. to 24,000 sq. ft. to be compatible with the existing single - family lots (12,200 to 12,500 sq. ft.) that will adjoin at the backyards, except Lot 12 will adjoin at the sideyards. Lot 15 allowing limited large animal keeping is felt to be compatible due to the backyard and sideyard design of the other adjacent lots. B. Zoning: Staff finds the requested zone reclassification from Agricultural to R -1 to be compatible with the proposed uses and existing land uses, and Lot 15 being changed to Agricultural Suburban for limited large animal keeping is also compatible. C. Comprehensive Plan: Staff finds the proposal meets the purpose and intent of the URBAN designation; as "fill -in" development for Urban, for the Priority Sewer Service Area (PSSA), and for the existing public services and facilities of the near vicinity. This is a typical fill -in development of "more of the same," except Lot 15. - 21 - STAFF REPORT, April 19, 1984 PE- 1449 -84 LEHI 1ST ADDITION IV. ENVIRONMENTAL REVIEW An Environmental Checklist was submitted by the sponsor and has been reviewed by the Planning staff. No significant adverse environmental impacts were judged to exist. Possible slight adverse environmental impacts were identified on the checklist in the following categories: earth, air, water, flora, fauna, noise, light and glare, land use, population, transportation /circulation, public services, energy, and utilities. The County Subdivision Administrator issued a "Proposed Declaration of Non - Significance ", and it was circulated to other agencies or jurisdiction and no comments have been received; therefore, staff recommends a "Final Declaration of Non - Significance" be signed by the Hearing Examiner Committee chairperson. V. LEAD AGENCY RECOMMENDATION The County Planning Department, in considering the above information and conclusions, and further considering that forthcoming public testimony would not identify unanticipated and unresolvable problems, does RECOMMEND APPROVAL. This recommendation of approval is, in part, based on the followng recommended "Conditions of Approval ", and therefore staff additionally recommends that the following conditions be attached to the Hearing Examiner Committee approval, if approval is granted. VI. CONDITIONS OF APPROVAL If approval is granted, the following conditions are recommended. COUNTY PLANNING DEPARTMENT CONDITIONS 1. That the Final Plat be designed as indicated on the preliminary plat of record and /or attached sheets as noted. 2. That preliminary plat of record approval is for the property described in the Legal Description, signed and stamped by the sponsor's licensed land surveyor, being part of the application for this proposal. - 2 2 - STAFF REPORT, April 19, 1984 PE- 1449 -84 LEHI 1ST ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY PLANNING DEPARTMENT CONDITIONS (cont'd) 3. That the preliminary plat be given conditional approval for three (3) years to May 1, 1987. The applicant may request a one (1) year Extension -of -Time by submitting a written request forty -five (45) days prior to the above expiration date. Such applications should demonstrate the progress made toward finalizing this preliminary plat. If an Extension -of -Time is not requested in a timely manner or said Extension is not granted, then the preliminary plat is NULL & VOID and the approval is withdrawn. 4. That the provisions of SEPA'S NOTICE OF ACTION pursuant to Chapter 43.21C.080 RCW be initiated by the project applicant within thirty (30) days of final disposition of this application, and prior to any on -site improvements unless the applicant(s)/ sponsor(s) choose to file a notarized Waiver of Notice of Action with the Spokane County Planning Department. 5. Pursuant to the provisions of Chapter 43.21C. RCW, the SEPA Guidelines (WAC 197 -10) and the Spokane County Environmental Ordinance (SCEO), a proposed declaration of non - significance has been issued at least fifteen (15) days prior to this date; the official file, written comments and /or public testimony contain information regarding assessment of the proposal's adverse impacts to the physical environment; a finding is hereby made that no probable significant adverse impacts upon the physical environment are anticipated as a result of this project; and a Final Declaration of Non- Significance is hereby to be issued. 6. That a Final Plat name be indicated before the final plat is filed; such name to be approved by the County Assessor and the Planning staff. 7. That appropriate road names be indicated, and approved by the County Subdivision Administrator prior to filing the final plat. 8. That appropriate utility easements be indicated on copies of the approved preliminary plat or the "draft" final plat and distributed by the sponsor to the County Planning Department and all applicable utility companies. Written approval of said utility easements by said utility companies must be received with the submittal of the "draft" final plat and prior to filing the final plat. - 2 3 - STAFF REPORT, April 19, 1984 PE- 1449 -84 LEHI 1ST ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY PLANNING DEPARTMENT CONDITIONS (cont'd) 9. That a plan for water facilities adequate for fire protection be approved by the water supplier, fire protection district and Spokane County Building & Safety Department (fire marshall) Said WATER PLAN must also have been approved by the appropriate health authorities. The Health authorities, water supplier (purveyor), fire protection district, and County Building & Safety Department (fire marshall) will certify with signature on said WATER PLAN, prior to the filing of the final plat or final plat of each phase of the preliminary plat. Said certification shall indicate that said plan is in conformance with their respective needs and regulations. Said WATER PLAN and certification will be drafted on a transparency suitable for reproduction. The purveyor will also certify that appropriate contractual arrangements or agreements have been made with the plat sponsor for construction of the water system in said final plat, in accordance with the approved WATER PLAN and in accordance with a time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within said final plat. The arrangements or agreements will include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the plat sponsor to satisfactorily complete the approved water system. The final plat dedication will contain the following statement: "the public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire district, County Building & Safety Department, and water purveyor, will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot." 10. That no building permit will be issued for any lot within the Final Plat until certified by a Washington State licensed engineer "that the water system has been installed pursuant the approved WATR PLAN for the Final Plat ", signed and stamped by said engineer. The certification may be in the form of a letter but is preferred to be certified on a copy of said WATER PLAN as a schematic map showing the "As- Built" water system. -24- STAFF REPORT, April 19, 1984 PE- 1449 -84 LEHI 1ST ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY PLANNING DEPARTMENT CONDITIONS (cont'd) 11. That a current certificate of title (plat certificate) be furnished by the sponsor to the County Planning Department and County Engineer prior to submitting the "draft" final plat, which •is required prior to filing the final plat. 12. That the following statement be placed in final plat dedication: " no more than one dwelling unit be placed on any one lot, nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without first filing a replat." Upon filing the final plat the zone change shall be finalized and the existing Agricultural zone classification shall be changed to R -1, except Lot 15 is Agricultural Suburban. COUNTY ENGINEERING DEPARTMENT CONDITIONS 14. That conditional approval of the plat is given subject to dedica- tion of right -of -way and approval of the road system as indicated . in the preliminary plat of record, as approved by the County Engineer. 15. That plans, profiles, and cross - sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and /or the filing of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. 16. That drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to construction and /or the filing of each final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 17. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "As Built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 18. 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. -25- STAFF REPORT, April 19, 1984 PE- 1449 -84 LEHI 1ST ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY ENGINEERING DEPARTMENT CONDITIONS (cont'd) 19. All construction within the existing or proposed public Right -of -Way is to be completed prior to filing each final plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "As Built" plans, and monumenting the street centerlines shall be filed with the County Engineer. 20. A statement must appear in the dedicatory language of the final plat: "that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system." 21. The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which establishes regulations for roads, approaches, drainage, and fees in new construction. 22. That the County Engineer has examined this development proposal and has determined that the impacts of this proposal upon the existing County Road System warrants the roadway improvements herein specified. 23. Dedication of 10 ft. additional Right -Of -Way along Adams Road (as depicted on preliminary Plat). 24. That sidewalks are required along the arterial(s) on Adams Road. 25. That Public Road Standard TYPICAL "Section Number 2" for Adams Road "Section Number 2" for 20th Court Roadway Section be: with Minimum Paving width "Secondary Arterial Std." with Minimum Paving width "Access Std." 26. The word "applicant" shall include the owner or owners of the property, his heirs, assigns, and successors. 27. Existing County roads providing direct access to the plat shall be paved and curbed to Spokane County standards. 28. That all public roads within the plat be designed and constructed to Spokane County standards. - 2 6 - STAFF REPORT, April 19, 1984 PE- 1449 -84 LEHI 1ST ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY UTILITIES DEPARTMENT CONDITIONS 29. Pursuant to the Board of County Commissioners Resolution No. 80 -0418, the use of on -site sewer disposal systems is hereby authorized. This authorization is conditioned on compliance with all rules and regulations of the Spokane County Health District and is further conditioned and subject to specific application approval and issuance of permits by said Health District. 30. The Owner(s) or Successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of a ULID by petition method pursuant to RCW 36.94 which the petition includes the Owner(s) property and further not to object by the signing of a protest petition against the formation of a ULID by, resolution method pursuant to RCW Chapter 36.94 which includes the Owner(s) property. PROVIDED, this condition shall not prohibit the Owner(s) or Successor(s) from objection to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. 31. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 32. Each new dwelling unit shall be double plumbed for connection to future area -wide sewerage collection system. COUNTY HEALTH DISTRICT CONDITIONS 33. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social and Health Services. 34. Prior to filing any final plat, the sponsor shall present evidence that the plat lies within the recorded area of the water system proposed to serve the plat. The dedicatory language on each plat shall state: "Use of private wells and water sytems are prohibited." 35. The dedicatory language of the final plat will state that: "Subject to specific application approval and issuance of permits by the Health Officer, the use of an individual on -site sewage systems may be authorized." 36. A combined surface water and sewage disposal detailed plan shall be approved y the County Engineer and the Spokane County Health District prior to the issuance of any building permit for this project. -27- STAFF REPORT, April 19, 1984 PE- 1449 -84 LEHI 1ST ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY HEALTH DISTRICT CONDITIONS (cont'd) 37. Prior to filing the final plat, the sponsor shall provide evidence that the on -site sewage system serving the existing residence located on Lot 15, Block 1 is wholly within the boundaries of Lot 15. If found not to be, the sponsor shall relocate said system to be within said boundaries. 38. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District, through the excavation of soils -depth testholes, that adequate sites for sewage disposal are available on each lot except Lot 15, Block 1. COUNTY BUILDING AND SAFETY DEPARTMENT CONDITIONS 39. That the WATER PLAN shall show the location of each fire hydrant or fire prevention facility and must comply with Chapter 10.04 of the Spokane County Uniform Fire Code Ordinance, as amended. 40. That the WATER PLAN shall specify the gallons per minute for each fire hydrant at residual pressure of no less than 20 p.s.i. (a minimum pressure). 41. That the Water Purveyor and Fire District shall sign the WATER PLAN prior to County Building & Safety Department's review. -28- 4�- IntrOdueil On f37'111elStafetnirf ronmental • Policy•Act,iof, ? 1971 Chapter 43 21c,:RCW „requtres,all:`state and.,lota governmental agencies tos consider' environmental - ,va1ues�both:for,;their own actions , w andhen '?l.tcensinggprirat `proposals ThePAct also; requires; that Environmental•. ImpactStatement:.be prepared for all major.,;actions y significantly (andf",adversel as.per WAC;,197 10) the; quality :of ,Th ”. purpose of this checklist iso h telp. :the agencies determine whether, or not-a proposal "a Y -. ! 1. ,4,, 4, i ; r Y... » }�. - "� I � y ,I 15 � {'. (.. v s ,, h , h�i % Pl ease: answer the`foll owtng.questionsI, as coog a s -you can with the. lnformation.present�7.avallabi to yo Please answer qu estions as °yes° or. °maybe" if; an,yourtopinion, even only ' aught iagacts willsult The reviewers of;;the checklist,wi11' , aware'Of and concern *' themselves with<the``de ,iagact; a ,,re sking yo for m re - information, >fi necessary Where exp1anationss:of,• your answers* ere = required, -or whereeyou .beiieve = an explanation would bey helpful to '7•- makers,;. include &your ; explanat1ow ce dnrthe pmvi o r use additi Ohl l . pages,,if - necessary r.Youtshoul CFA nclude, references any reports, or? studies pf which o a re aware and which are relevantito the answers you provide ,Caoipleteranswers tolthese,questions now w11 :° help all: agenciespinvolved with your proposal:zto undertake "the requfredenvirormentallrevlew without unnee- ' j4 +essaryrdelay' • tl Y:1r Y S {The foilowi ngquestions,apply to your, total Propoia ;t3 not lust to the li whl h you are'orrrent ly r applytng. ;or the fdr i Is sought :.Your answers should 61nclude;the iapacts ■h1ch•;wi11. - ,'caused by your•proposal when it is though coapletion may not occuruntil sgaietime i n`the future This wi,il allow all of the agencies which will be11nvolved torcomplete their environmental review «now, without dup licating papernork'in the future No appl icatton'shall'rbe proce unt11 the ;checklist has been ';ca¢pleted and turned to Uie;approp County department:' ° State =law requires explanations for every "yes° ma1 and "rbe answer °on thge":dreeklist The person completing the .form maybe require to provide explanation for no" answers, andtin seine cases more¢detai1edkinforaatfon ; to aid ini d de a thresholtermination t �2 , NOTE rThrstls a standard being by;a11 sta te and local a .in the.State of Nashington,,for vari types of pro ma posals .Ma of the questions y no th t: a pply tosyour proposal 'If-a ;question,' y' *f does notlapply y�ust answer 1t no and:continue t o e xt questi EN YIRONMENTAL CHECKLIST Name of- Proposa / / GLt/ + Na ture and Brief Description; of the Proposal(including but not'11m1 ted to,its size, general s s eleaients , i androther , factors that will,givetan cu acrate understanding oftits scope'and rt` , , �� ,�,, ��•• 4 .4 '.J �• T'li f +J \4 fr_ 1 .. >vc t)CGFJ oili GF2' � .'•�, QT• • �i�:� / b'" Estimated ;Daterfor'Comp1etion of Proposal ) . . ,, Li st of al 1 , Permits licenses ,or Government Approvals Required for , e Proposal stat a local 1including Er :` /Q / ��o S c.ee Do you,'or the - own - ‘ er in the .event you. do not own the subject ld, haverany plans for- future expansion or further activi -ty rel ated.;to or 'con�rected wi p ?slf `yes ?explain I . -• Location- oftProposal(describe the p hysrcalsetting r the Proposal, asKwell as the exten of the land area a ff fee by :any envi ronmental impacts .including any'otherdx format! on, needed .-to give an accura understanding of the envi ronmental setting'7f th propos dmi�o«rGefi,! / C LEZ • , - r Y - e n . 'GFxJEl2 , 4-� U /Cl cif A/.01 1 4. , ,r .' • cr "7 J. r i : )fl 5 - 5 •7: •;' , - • . ` ti. ')v /PO/ .at ‘,!, t •".• ‘;` • • • . t.i (a )Change ;Vie di yees11.50#. of -any r spectei 4 'os ) ifiortiEciiiit grass, cropsmicrof1ora and ••: 'I (b) Reduction n of, the number :- of any unique; tareor erldenge*1 I i free I ie flora? . • ; I ntroductlon of hei/ipeci es -Of tfl :;intei• repleni of i ng e d);..Reduetiori?,1e::aeee4gefoir eul tura Vito*? Expthatioii:' $,3: s )Y::deit LndUse.i; •J 14: g a . )f l UiliCtikt.proridsat,reiiife i ed:1,411d use t.* 2 ;%;:r:;[4;'„:7 a l ieiEaii ithe'.0reientybr?•)1 •;-• • • *: ••:: 'tietueist 11411.1: 6 1 <res'ul t 1 n :, .:„ . . ,•. • ... :. • - -h-: .; .... -: Maybe. `;;NO ••,••••/:•- .,...r.'"7. • 1)AeCrieSe:cie4ihe r ate •.'nfctise of any. natural 1 :i•eidureesy c r.j.2. I:.4... ... , ., ... . ., . . tj •, •‘-‘..” .:, 'E :, .,•::: . ,. • • .:,.. ,...q:-.., ........-2.:-.J.c, :-......;,,,::: -. — ( ti ) Dep 1646 ari: non r e newable e natural', i:esoUree/..,:?.••,;.":C.,;•;'.- ,,,, . . — ... ..-T-. —Einlinati ori::' 4.•::. r , :,!-•: - •;::•ii: , :A .- .'.... : •; —, , :: A '4 .....•,.r..c :-., „•,:;••;-1 : , ..4 ,- . , ;:fit ,5 1 r,1 : 4- .?•."4 - ,y2.,k-i 'Pf,..:•2:Cs:':'-:''.1,7 r ,.7.S•eir::ii.i,.,-. ' .t 'i,: ':; ,••,•: ....,„?:,: ci ,.. ..... . . 4 , tit - • wei-)-.) 1)1 • ••••:, - •4.bD I: cnza) .4; . ,t7 3 SA- ', " 3r C •""Lr " • - 7, Yes ' 4:t.Mavbe110---.‘:-.--,i4-• -Risk of`•Upset Does the'proposa1,involve aErisk• of an ezp1osion'-;or: release of hazardous; 'subs tap ces (including, hut 11mited to, oil;; " pesticides i or'radiation) i the event of an'acci den t'or,'s .upset conditionst ' ` Explanation: ..., :f. 11:11,11 ::.the proposal affect existing.hdusing, or , create a7 demand tional'' housingl:, v ,> 1anationi..., _...;?. ... „:'� -ee ., Transportation/ Circulation' " >Will. the proposal: result tn:' ( a) 61c of additional vehicular'aovement?.'. (b) Effectson existing parking facilities, or demand fore,new park ng (c) Impaet..upon existing transportation systems ?. (d) Alterations to present patterns.of..circulatlon or movement of people and /or, goods? (e) Al terations to waterborne. rail or•atr`traffic7 (f):I ncreasCi traffic hazards to motor vehicles, • bicyclists, or pedestrians? xo , w, Elanation� 14. Pub 11c Serviees Will the proposal 'hive to. effect upon;', or: result; in a need:for,new or-altered'.govermnental services in anyof the. lot I ail ng arras a (a)' Fire protection? (ti) Police protecti on? (c) 'Schools ?:. (d).Parks or, other recreational facilitfes? (e) Pialnteiance of public facil including real ilanation: versa thital ser lees neiav Will.,the proposal result a) Use of substantial amounts' of fuel or ene rgy? b) Demand, upon existing sources of energy, or require the development df. new sources of energy? . xplenation ; . Human' Heil th:c result in the creation Of.; any health liaiardi: 19 - Recreation , •: Will e the prop Explanation : ' _ . • iz ITT r:L : E.,' .„ 4 e" ■, 1, : the undersigned, swear under the penalty of perjury that the above - ,responses are made trUthfurty an to the best of my knowledge I al so; understand..that ; IS htitil di:th be any will- ? fut misrepresentation or ,w1 1 I fu 1 lack offuli dlsclosure - onpart;';',Spokani. Count, Imiw jet draw any declaration of nonsi gni fican e that it might . #1 Or- t Type • ; A_dress: S�xti Person couplet ng form: 0 ). to )27 ‘Pricith•: - FOR STAFF USE ONLY Staff Member( ),(Reviewing Checkl st: Based on thi s staff : review review ,the ; eniironmental checkllst inn 2 .otheriiertiment A. Concludes that there are no potentially significant iditersi.impacts. and recomenditlisui* a. proposed , declaration n of nons fi canoe • kf; b, 8 Concludes that potentially significant adierSe:letpaCts:d6i3,1s:t!, final its; , .declaration .' of - Significance :1" ' : .; , ;i t ucies that there are no potentially Esignificant adverse' impacts and, becaeser of . the propesal, recotenendalfsluis. a final declaration of tiOnsi gni fi canCe P 14 41= '11 IMINAgir taICATI 0114(4E t • vi, CC1(44( 61474:1039 . 312)1, ? 11 .111&) -3:14;°). . 7 „ WriA l lif f . 11 ; `,711 ;y ECIPRIArit kka'f i bi. C‘ Jiit 77 ' ' ..„.;.• • veyor. ' :L.sfai AND skt th',-LLL:rn-n-trettcpav ?"-t.et LL`F.AW.11.04.3,•'," *T* A,9.,TTR.R• , -L,,,,Y4',[47,4.1';,, L. ■ -4-444 ise? coal? a-v-7.'431.1k "Th ;te 1 1 °`?' -1;._:./..;Z:Zir.‘..,'LWA•EPO.LATF,.ti;', • L t r * * * • * * t • i; tr.. 4 r. L P'''L r '4'4 = .4 ' • if(' dice • • Seddens • '' A. • ,•-r - - u f. tot6 ross o Z,Lota; ti 1 ft. vq; d • I ieontral . 7: ''arp itinenc. L: t, Nei= „ - qmitox.,17Y41 Lt-a dant:: 0 t • • ./ lea cak1301.n1 , : • ,pli.owdattely,c)17„ ) ctr-,, viiie eta49 • m rrr r 4.110 rte,t WhiTht;' th. ShOpiiing ▪ . ii .- ...-;:-....■.,. .: .- .,; ..' .. • .• . , . „, ,,,,. '' ; ; ;"7-41.7il!,.7,7'`,1:74ri'lkg7Ti*17; ti'7'4:1,;;;'.".'1.i, )* .''..1.:4•42. , i ,,,•„:,;,,: ',of -... - - ' ,,,t,i,f ler ri, ...:■: p?: : z.•: t 7...:0..1!4 .7:0 t r.:',. . f ,.;.. ....;..., ..,‘,.. i . iiiii ‘ ,, , ;3 . *4 ., jig it *iii, . ii*,,,* .„„ -5 ".LANDwjfsE* * • *** . . • "firt.' t Rriih teg 44*. •* 3. ::SiUg1.6 p ke 6 cater,lot s f or: duplexes s : "(22' . 2.* a .5:t*. Multi= fend]. dwellang ":,.ziuttt s obale-rElooestik.: . 1. f, 4' ,. D� scribe ..other.".; uses - ca e scri bel:S any- nou7re s 3.de proposed d :•thePlat 74:1 ;.; (it7r c. ');.; 1: • "7: at[ the ‘Rke uSe f i'the prOPertyxposed', to" be - :ptit tea? . .acre .:PastUre.: ' 579:1>t .1; : acres. "Ottie : ,.: f 7 animal • s: de sa.red?7,c No ( . ) . 'Yea (-)(') 02 :16 :3 " • • • • tg: • ' • 4 1 14, 4: a els *sins dL=Zotiln t L.: .„., . *** ••••• R Y9,%1JY, be - c9 • • <' Prat': 6 • • ' " • it a iniatttPliajjetd6761;:i c*". -10PPI rifent,",. vek' 4* . pc) -‚ Curb addGrav,el ). Curb and Paved 4- Pa ved 4•0 ,7 1:77,777:: ...„64,77.77,the t 7_, -a:166ra ;!::•etc1" ". • (:. Street improvemta ;7.7! - - ' O b ■•■,.;,7:12. 6e2) v A , ?';' 1 t ' : Is 34)-:•<.c;/ -1;1 ..;E•kt::, E;c1::4r:It7...2,2,2. .77/ 44:A"kftill €ApropoE3e • .-.." 4 • et7 . 1 . Ce "." ‘d.* ' biiArthe c..,3 t- No , Yea -“" .'" „:"." ;-- .2.. • • • • • • •‘ ate:: • • , d ti" • es, e j, • • ; : ; •••.: • •••; • • i;; • it - 4 , •• • ;; ttZtAt 7 • IndlcateLthe size 2o} • ' • :" • sal: - • "-,;: • : fr • , '• — - t2 ' 1,1 , • , " , - jt'ablent=: : ,, '-, - - - '''n,',1,-,i4e,tei-. su pp? - Y, • .24: '. : -; . nC - 4:7:1--,.':.1;Y:',;:.'1.---; :: l '• ..1..s Iiint, t' ; a' ..., ,., .- „: ,,. 7 ... ,.., : . 77 7 .. .-.j.c..: '-. i ... c i ''' 'd ' 1 al' -well!, : (,4-1: ' Th9;.'"rte716%4;a:cter':7,1‘. ''' • (Describe) •-•`-' .- : , f-!..--1-,4it ‘,. IX) • ; ' sr '?"-: sour :9-.: .: "*. ' :,..., ; . 1 7::...c, ..,;', ,,,... . • -. : :"; - . 4 .,: , :. - ..,", y t he propose So --.. (1. t 1.. ' ' 7 - ..'' ': 9 • .. • . 1::—.'",;;) :iis. iii.4iarAt' ..,,, ' .4: . : '1'. (Dwell - , kft, '.-: - ...ter.; c ''' ' - to the , lots , nda,Ste: method ; .ta ,.;"' I ' if f 44 x€end 1 4ii;,r,5c, e.: O verhea d uti 4aSeiefitsv,. ,,... . c„,;, " u,...:,.• '. o';' n • . ":Unaer'icr,91nd Rt1 .. Y.0. - '''iN : Sementd.: - ',',;,.J-... • z“ fe ....-'- ' * l ei - the, nearest 6 % 6 - dt . i tp a g , „ " dicat n ,., d ... i , P ii. P : !A q..r.. 6 ; i : 4,-2 . " . i r. ': ' 1 :: 1 - , 7 "L' fe sl ...F .? 9 . i' ::::‘,".- ' L ''''`g.t.1 j •• t " I VILVia r :51,' j',I,M,,,,W.„'it:sg!Q <47:•t-APA'ailr•-•Ii-'2'C.f.";‘,.-111;!/.;; 1/4i/11; e " ' rs .:;:e.t(1:9ci z : gi: • ' -.11/4-1'2 . ‘• • r . 111 t.e ; ,,;43 , ' A tray!, .1 iatAtiti; 1 ; • ,P1.1 ..; I : :11 :L • i ve65:! : 1 1 :E : 7 1; c v 1 a di ttn?disyeICRe,07!13PF?Vt,ti.:t.*414:it gr-Pfaljih?. • 4c1cc ?SC' • '. ' - r .'. A k: ".?... tict ..• •S 'Ff --111,'411•4,?:;;44,(172 1,- / TILITIESdgo continue`a 1 : 1 ted and>. the :Prelinanaryana 0 t f-,:thet .. --ir,7 .,,4,,,•1;,,i-',f;.-/-.17,1,,,L149..,4„,?„,,,;t:.i,,Ait„ri.4.,,,,,T,:.,„.?;:z,ii,:;ki...,,;..,;:tii:;..)-5.4,44.4\41„:•;;;;,..:5,,,yzoitk.s:ritave.741.1",,,,7!,t,,,...k-r,....-.2,;,,,,!ir,,:e5.:v„;,. l-g;?.ii„..4s....4, ...,'• - ' , .t.P1,;AT-'''N.E.f..,A :.,„. - .4.:1,..,‘.4,,. tf,.5■;Cflt.?"-:,'.2!.0",". " • ..; ' . 1%. e " req411§' .- -4 - S. .4,7„,is,...•5p:.,t?...,,;.,a%mIti.tee: a.-:.61i-e-;;41: f.ibTREH, ,,,,..,.?91;........ ...- ; h er.:;r.equi..r$1,en , O•iiitv ••.- -'1"•;ct 6'ii:. edH•I . .. ....,-.., — ectva)reilare 7 .......,,...., ,..., ..,. „, n.---..,,.1.6fidicstnite,tof011ag411.3.4gt,W. 41 ' — ' ''': i ' '''' "' tmehtl'andthe.....41.aws. ....,... „ r ...ryi■tz 41...";.2.4;;;; . . s , '0. Zi Ts #7,11..1,0„1.1.11. 'lret::7.:1 • , • iAl:Ttri.ta• • 3 VP1 - • {- f :e 1. *S•r. 5 -, - 4 1 0. 1.. adrise).., ...F...± ,. • -- eni•Ji'• . -... ..; i,.. .; t. ' - ., . • (ke ,04 •Thsrt‘s..' • .z ::::-... .; : : „ : •- ::.: , ..? • ••:- . 4::::ai.• • f." •'' , • e l 7 ii..., t7VI:i.tr. , - , ,:••,:c4 '• .,...0:::gwit.sr4v,:;n4...w!* m.:' v. ,,•,..:.,..,,,,:,,- , p m .,, ) ,,,, . „:„.:_... . ,... 4 • '-ti.the... zfewearLi.under the Ahht (POa,;14):41444A+:::"11(.1':'9.-;.•.t4e,`..?..hstoSiny 71(.1101/118dge:1711.fflirtil.!;',X.SWP.311".:PW:tX1/4114.;14116:',,OWN14,R.70F4.N., ORE'OV:Ithekiiiii;' :,•$Ny w ithtert ,, writtent.peraass 3 .ons.ftfrorn , eaidicownerr - authortzingi: . mnac.tionerqlon:, , hia.‘orthembetiat.fl.T,';.g. I. alsocuader stand rA should there be any -willful : rntr>representattomiorPealltuL, +: 0 - d efCd■;S.' 4:i. ..„ , ....,.?.,,sie:?.3:;,#11.aaike ,, 4po;i::..rtitii.e.: checklist '''''ci '7.. . •"'-'7"'`--L;c:';:... ---- , z, .,..,. ofeje, .,...• ,- -.... ii ._ tf. .., ii .,..... , ...f. • • •-..::--- 7. • .. .: .... .. . , id). ., . ,, „ . . .1(A:dci$66) 01 1/ :99: ."1,...,21..ytkk:I:: ; ;•:.‘ ....:. fie,44,07,":(•,.**C':::,:"-&5,''.:47, . . •: • c t• - • , - : :- NOTAITT . 77:. • L " "" • '-"•••”:•• . - • :.,....-. ..,r. . t. * ** * * • * * 4: :, * * .,:, ; , ,. . r ii. . „ e .,. . .1 „: . . +71 co m plete d c. 1 7:: t i:11 : :7 kt,,,,,L,.,.a,„,1 .. 70 „ ..ct:4::?::. .A.....,;;;:iVi;ie,.'.-, .1:::: ,z4t- - Tr e ,.... tob b . i - - e..(Itra r ,fori•-"- -1/44.1.. v--;•1/4., ;^;, o' •••' rr.r..r!4 .T4k?:,;',..-.•:".c•-% €44,,Tivit.:11?4?P 7' su ,siv.ii,,,,,3.!!::::-.:::tiffi,....;:i.j?`: ,. & . - - - A. i 'Mit ' 5&1 ;' ire :_`,3-11. iit.'clo haie,?'r, ( h av e Tr. fa1' ..., .4cli, „:;,. , a i) f ,.°,... ,,. •.,itied e '' t�' ?,;:.,, :11"9:1 ..jr: al3le :'"(fiv i r i i. I. dus'i_„------16.33.:k.c ., rid i ) been fl, 1i .i. i ii'' I fn -.3.!1,! li-qLmi,t."---(c,* ›.,' ' \' ..";):;:s?4a gtii. f- ,-,t;I;J:1:?:7.:"..V4.,E:11.:::' this . (is .:4° in 1: iing tic" f ) „: ilee.1;.::.it i.,:theiwe 4, ' , e' '' 'i ''ci bikerdetire:t. •.. a.rrangem, .2 iciNirOd ).71/4ge. f S 4t41A ri;l:1?SatiSfaC??5( ?•Thli?::i4ii°1.',-1.” 111) ::, i, s ?Pi;7,114■11.Nq e-'qiht;'..,,41 % Qt ;;; , ,.:4;fts ;-' 9''‘si:--. ,1P(va ie r-:‘ )1,1,', 'zi ‘-5, -eign4944:ii;;;-';;%*:!*tir..rti, ' 4%.". tS a ' i --'f,(we':! ::: (4i41r**!,.,40,:j?-14,:,:ii:, *.:PS) Y • ..' " • " 1 4.1"6 - , ‘ : .':!..1;r .! ' 7 ;...1 , : '' ‘ I; * * **r... %.1.15-it6- 12.3.ci.e ite f." * • t r•Fj be ,--CY. ,qc 4,j4e* • • •• • .!;.k i-..:.;41Y '4 b 3, , ii ;„ ) 17 field g • , • -set itt• 3..thTesta : , . , ty,:a1.41rr vei ne ibeen-Ifta, itU 1 :7> 4" t4 t 7 - - ' T k• t-; signature e . 5 ; _ma* fiki. • i •(** An! * s'i***** Akin,* 4 14- n 14(.1- 4 -ja t75.. 1212•11aTVIZR, x�r 1.,' t �' tti' •ky ;L%'�i ¢ {'�s`2".�yk� _ �V• \ ?e #t ¢ F ' Z ,b - „P,art I.V tToH, be �completed Baby tC4unty� Engineers Off.ice� ,s,z °s 4 �A r ,'County O, f trice ,requireents�xfor, na plats�ehave� h - &et) been satisfied subJect to m submission f and�a�pprova j l ,of�drainage� �. _ i S r e+4al c at1 cUl la t9 o ns and ,,flr'a 1 na ge • p lea ti� ? <tiR�,.t i x 19tiS'x �S /�r`� �.YS'4 B '.'Sl g nd t ore 6 ,a = '� e ^ R' >~ 'v i c �t a+ as Sx•a+�.51 Y �'I u 3 a �L'b` � V Yt"« �ry�' t �, I _ r �' a j t 7F F. ��' t , 'kl+ {�” i3 - "�' a.�- ��Iv` �'u x. f � "<ar Y•;i �.f,•t t ^. comp,letedbyCoun[y Building /r, / l �10 slgnatu !' +le lA *; .': -'• '} ',i kettE.it * it ' tk 't * i- rw T #v`} ,A 1IS; P ART,TO. BE r COMP LETED BY S POKANE COUNTY;PLANNINT` ± r•,tment nformati:nit •r. ;xn r. a .; N. F OR M : ' W : LAt4 OR: - BILL 'WAGSTAFF • , : S, 2012 ADAMS ROAD . ::SPoKApie.tq:•4..9.9037. 926-8965 • .• • . • •••.•:ct:' , ‘; • PRELIMINARY PLAT "." Th South 100 00 feet- o , ..4 E.W.t17 —. . N A . i' g , f the • 1, 1; : teethetwt ."( ' ' 'i c: :: '" C o Oh t y Rpa • i . • feet •:••44;::::•1 t 560. 00. f et of : 0ast.;:_510:• - • 00 . H. .i. . .',..,&1E-.T., e,..t.u.t4: Spokane County : ,.Wasti ington • , Sic that portion of the West :560:00,. ..o . 'the"SE of., Nw 1/4 of Secti 1 2f th 6:-.11: s4 5. 1 : i Pil. h is; 5 8 0 , E:h:•:..:::•1.1.., • feetz'ci.f 1/4 'of. LthsegiE.;41.(64'''cif tri.,:W1>41764f..?YSainidgh0!c....;-:,,:!72...?,,-*:::=1:. :cf.., • - ,.. S outh .1 899;°9.....7...1t of the . ":'.:?:!?:7;:#4.:22 . :•• •-• - ,:r-, A e O` S hi 0 d ii . I CL-REN E - I-PSON )-NGI EE-S 1-C. N..909 ARGONNE 'ROAD..... ' ' ?i i b • • • SPOKANE ASH NGT N•,,,99212 ..,.....:. .....',.. 926 1 ‘' ..."'-' ; '-.1 .. t.' : .....' f ' :.' . ..- • "::(;:;-'''...:-...... V:. :,,,::: 7 ' , ' • '- * .JOB±111:10 37,44".:,•:-:: : , .:.:_v ; .: ; ...:,..,.. ALL SIGNATURE BLOCKS (ON PAGES 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************************************************ * * * * * * * * * * * * * * * * *4* ** * * ** * * * **r Total amount of land in this Subdivision: Proposed density of the Plat: PRELIMINARY PLAT APPLICATION FORM A .7, Comprehensive Plan Category: VV Indicate the proposed land use of the plat: Single Family Dwellings (tK). Duplexes ( ). Indicate lots for duplexes: ,X )O &J C Multi - family dwelling units ( ) Indicate which lots: JU o AJC Mobile Homes ( ). Other ( ). Describe other uses: 0 odd (= Describe any non - residential use proposed in the Plat: Acres Total Number of Lots /6 43 0 Ai EXHIBIT B Lots /Gross Acre Total amount of adjoining land controlled by this owner or s•onsor: l% Acres Proposes Use of controlled adjoining land: j < AJ roL( = • - ttc .�c What is the driving distance in miles to the nearest fire station? j3 t4,1.E'S Shopping faci,l 1 %Z Municipal Boundary: / %� Paved street or highway N '. LAND USE*********s#***************#***s**************s* s********* *** * * * *** *ss * * ** **# * * * * * ****. *. What is the present use of the property � p � roposed to be platted? & C) X List type of uses: Cultivated land: /e4.. acres. Pasture: acres. Timber: acres. Vacant: acres. Other: U.c.) / Acres ' Is keeping of animals desired? No ( ). Yes ( X). Type: Motes CCZ (9iO (t T IS Proposed Zoning: V �� .0 ♦V VyL Ua..a✓ h **#* #* ## #* * # # # al* f ***Y *** # # ###* # * ## # # ## fit####### # # ### * * # }### * * ## # # ** # ### **f # ##> Do you plan to cile the Plat in its entirety as proposed, or will it be a multi -phase deve- lopment? ;.4 .; Po p o s e To what level of improvement will streets be constructed? Gravel ( ) - Minimum. Curb and Gravel ( ). Curb and Paved ( >c). Paved only ( ). Describe any combinations of above: What is the time period expected for complete development of the Plat: Street improvements completed? / . Substantial number of lots occupied? ; , c., 479,zy Is dedication of any land for public use contempleted? (Parks, schools, etc.) No. ( ). Yes ( ). Describe: Indicate the size of units proposed to constructed: j/ 00 " / zoo Square feet tz Number of bedrooms . ,- • Estimated Sale Price ,"-YL ,CflrT Will buildings be built on the lots before they are sold: No ( ). Yes (K). Will any special deed restrictions be included in the sale of lots? No (')). Yes ( ). If "yes ", explain: U TI LI T IES ******************************************************** ***** * * # ** * * * * ******* * * * *4 * :... Indicate the proposed method of sewage disposal: Septic tank ( ° X ). Lagoon ( ). Treatment plant ( ). Other, or combinations (Describe) Indicate the proposed source of water supply: Individual wells ( ). Public system (X). Private community system ( ). Indicate method of extending service to the lots (Dwellings): Underground utility easements ( )N). Overhead utility easements ( ). Utilities in streets (.-`-). No easements ( ), Indicate the distance from this proposal to the nearest existing water main: n feeL Indicate size of nearest main: ;''( inches. _OVER_ UTILITTFS - (Continued) efi z /-v: riW 4°; c. • List utility com anies or districts e y expected to provide service to this Phone: - __ "____- - - - - -W Electricity: }( •Gas: X Water: j! ct�risH.,uw ACKNO'WLEDGM1ITS PROPOSED PLAT NAME: 76F1-7 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) .�1(./� /a� 4 /fi /,LJi ate: .� , , 7�' AZ /wry' r .7 c� /�� (Address) �, 2o(.�- /TL7r�'J1lS Phone: ?4 ' 8 2 5 � NI crt pas eg SEAL:. I, the undersigned, 'swear under the penalty of perjury that the above responses are made truthfull y 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 (Signed) t / � /� Date: /2Q5 P14 1?84- cv ;v \ u.• •= L H �C NOTARY ' S ' omest Y . 'ZeV J1licS E X H I B I T A PRELIMINARY PLAT APPLICATION FORM (Continued) C. Signature'% /-1 signature and title (,)6 Zip: 9 37 (Address) M 9 4e c1 g,,- Li Phone: -"2'2 ds.4.244 -trier c U4 Zip: Mie Data: 07/14_7 9C Page 2 Part II - to be completed by water purveyor -- See PART VI A. This subdivision Cs) (is not) situated within our service area. B. We are able (not able) and willing to supply this subdivision with adequate water for (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) E. Private (wells) (water system) is (app oved) nied as an interim water source. vt•za WP�"E•t �.�� ,�� t " =�� i exec - l / `/ / & `! purveyors name signature •and title date . • ' Part II o be completed by Health District A. Health District staff has�� a field investigation of of the site. B. Health District requirements for preliminary plats ham's rt have not been satisfied. B. Signature ,, gm r AM' Aar Sig ure and Title E X H I BITA PRELIMINARY PLAT APPLICATION FORM (Continued) * * * * * * * * * * * * * .* * * * * * * * * * * * * * * * * * * * * * * * * * * Part IV - To be completed by County Engineers Office A. County Engineers Office requirements for preliminary plats have - etrae - - --) - Ret) been satisfied subject to submission and approval of drainage calculations and drainage plan. Date Page 3 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Part V - To be completed by County Utilities Dept. A. County Utilities Department requirements for preliminary plat have (have not) been satisfied, B. Signature : • Sig natune.a•nd Title • , A. Fire Flow of * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Part VI - To be completed by County Building & Safety signature and title date * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * THIS PART TO BE COMPLETED BY SPOKANE COUNTY PLANNINT DEPARTMENT Planning Department Information School District: Fire District: Water District: Comp. Plan Category: PSSA bdry: - / ''/ Date gallons per minute required for proposal. 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: Checked by: PUBLIC HEARING DATE: A. PRUPOSAI. DEVELOPER Name: l,t�1\\ cs,x � _la01-\ & : / NS or Address: /2-012_ AGENT Phone: Business Home OWNER ENGINEER C. INSPECTION 0. SPECIFIC CONDITIONS: S P O K A N E C O U N T Y E N G I N E E R - - P R E L I M I N A R Y C O N S U L T A T I O N - - - Prot eei Name : \ \1 Number .,f Parcels: \ Section _2(.- T. _.i N., R. 77 E,W.M.; Quarter l 2 3 4 Name: Address: Phone: Business A(Y11- Name: c7i YY1 .Ll A ) Address: Phone: Business Hume . Hume (limber B. PRELIMINARY CONSULTATION: Date: Z / /y /,'y B / ylitl/ AdAMS .3c Th e' Preliminary a) Bight -of-Way /0 YT /1 r; Defic Tt.e Conditions b) Curb . << -> c) Sidewalk t:1: AJp d) Pave v74 5 t 5 e) Approaches t 'Qs tZ` Cti -EC1 f) Drainage '2O& /41.0(e g) State /City Review Yee ( ) No (yam Remarks: Pc si, [ Ali e neArr }C(L I-•t_c L' � c �c mv,C.0 C' . NOTE: This proposal must comply with Spokane County Regulations for Roads, Ap- proach and Drainage in New Construction; Board of County Commissioners Resolution No. 80 -1592 as amended. Conditions are preliminary and may change after field in- spection and review of County records. Date: / / By: Remarks: Per. Pal : Yes No Amount $ 1 }j - . Canh Check c, PLdunl Ig Appl1. cation Signed: Date Mat.heluat1cal 5 Suiveying Checks: No. I Date By A•I,I1 iota l ;u.iihenlatit.11 AMA :hill :• viral•, l k. 2 / / 5 Y —u y • _J.'l . •mss.._ L. FINAL PLAT CHECKS Et',! Pal d: I.late Amolwl Check Cast, i Ildl. It 14. A,.,. • .I , I. 1•,. . - 11.11e It -- P.•.• Atut .•Uc .1.1. ..• __ 0.11 _. P. 1 ..1::‘ 1 ..\ U . t .1 . 14.11. h'. 1 -,-, • .1u:I 1'; . i, :. a 1 • OBIS WILLIAM G. WAGSTAFF DELMA L. WAGSTAFF 2012 S. Adams Rd. 9268965 Veraclale, Washington 99037 Pay to the Ord, f cc" ' E g ys 7 - 26 o ter/ Sl(ir_- urn -2 , Y SPOKANE MAIN MAIN BRANCH P.O. TAFCt6 ON NaWrN Balk SPOKANE, WA 99220 For 1 : 125 &000 34':0068.118 59'•181'. / c: ts A 2A- 1/1251 2 031 -y {y0 Off' - Dollars 2031 RECEIPT Date 2 - /y 19 XV 6967 1 Received FromJ{1i/liCt ily 57WTF Address / Dollars $ PZn- For tzetiaLad/ �' /4r_/ �L.; / `',.0 , � ACCOUNT HOW PAID SPOKANE COUNTY ENGINEER AMT. OF ACCOUNT AML PAID CASH CHECK ;..C1 / ! NTSTI JhyrtNbON - -- SPO E, *SF' ' - TON 99260 p l By /� te r l ' BALANCE DuE MONEY ORDER • OBIS WILLIAM G. WAGSTAFF DELMA L. WAGSTAFF 2012 S. Adams Rd. 9268965 Veraclale, Washington 99037 Pay to the Ord, f cc" ' E g ys 7 - 26 o ter/ Sl(ir_- urn -2 , Y SPOKANE MAIN MAIN BRANCH P.O. TAFCt6 ON NaWrN Balk SPOKANE, WA 99220 For 1 : 125 &000 34':0068.118 59'•181'. / c: ts A 2A- 1/1251 2 031 -y {y0 Off' - Dollars 2031 RECuvEw FEB 1 8 1986 Comb' Engineering LEHI FIRST ADDITION DRAINAGE CALCULATIONS ' Designer: Steve Tr PP CLARENCE E: SIMPSON ENGINEERS, INC. N. 909 ARGONNE ROAD SPOKANE, WASHINGTON 99212 • • SUNQISE SCS400L SCALE: RATIONAL FORMULA HYDROLOGY DATE = ,2/7/86 DESIGNER = STEVE TRIPP DESCRIPTION = LEHI FIRST ADDITION SUBAREA 1 = .34 ACRES SUBAREA 2 = .97 ACRES TOTAL AREA = 1.31 ACRES COMPOSITE RUNOFF COEFFICIENT = .34465648855 OVERLAND FLOW VALUES Ct = .15 L = 130 N = .4 S = .012 CHANNEL FLOW VALUES L = 220 Z1 = 36 Z2 = .172 N = .016 B = 0 S = .018 TD = .17. COMPUTED VALUES DUR = 7.60 I10 = 2.63 010 = 1.19 OA • = 1.24 SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 BASIN A DATE= 02/07/86 HYDROGRAPH DESIGN S.C.S. TR -55 METHOD DESIGNER= STEVE TRIPP BASIN A DESCRIPTION= LEHI FIRST ADDITION ' SUBAREA 1 = 1.31 ACRES SUBAREA.1 RUNOFF CURVE NUMBER = 84 TOTAL AREA = 1.31 ACRES COMPOSITE CURVE NUMBER = 84.00 BASIN INPUT DATA CALCULATED VALUES RAINFALL = 2 INCHES HYDRAULIC LENGTH = 350 FEET WATERSHED SLOPE = 1.5 PERCENT TRAVEL TIME = 0 HOURS TABULAR HYDROGRAPH S = 1.90 0 = .74 INCHES LAG = .10 HOURS Tc = .16 HOURS VOLUME = 3,397.06 C.F. MAX RUNOFF = 1.18 C.F.S. HOURS .RUNOFF IN C.F.S. 10.0 0.00 11.0 ..04 11.5 .07 11.70 .37 11.80 1.04 - 11.90 1.18 12.00 .89 12.10 .54 12.20 .32 12.30 .24 12.40 .20 12.50 .18 12.60 .15 12.70 .12 12.80 .11 12.90 .11 13.00. C..10 ' 13.2' .08 13.50 .07 14.00 .06 14.50 .05 15.00 .04 16.0 .04 18.0 .03 20.0 .03 24.0 0.00 0.1 11 �I k •, J ,- c 0 4- J O' h o k a s 0 U T o J e 3 � n q to o 4 NJ r O 4 J N 11 Y I . . • 4 0 I J S m \ J M 0 s o N ■9 N -a r l x x m J T n 4 J 4 } Ml J • • DATE = 2/11/86 DESCRIPTION = LEHI FIRST ADDITION SUBAREA 1 = 4.63 ACRES SUBAREA .1 RUNOFF COEFFICIENT = .15 SUBAREA 2 = .07 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .9 TOTAL AREA = 4.7 ACRES OVERLAND FLOW VALUES CHANNEL FLOW VALUES COMPUTED VALUES DUR = 12.41 I10 = 2.03 010 = 1.53 DA = 0.00 Ct = .15 L = 430 N = .4 S ._ .012 L = 0 TD = 0 RATIONAL FORMULA HYDROLOGY DESIGNER = STEVE TRIPP BASIN 8 -1 COMPOSITE RUNOFF COEFFICIENT = .161170212766 DATE = 02/11/86 DESCRIPTION= LEHI FIRST ADDITION SUBAREA 1 = 4.7 ACRES TOTAL AREA = 4.7 ACRES BASIN INPUT DATA CALCULATED VALUES TABULAR HYDROGRAPH S = 3.70 0 = .32 INCHES LAG = .18 HOURS Tc = .30 HOURS VOLUME = 5,223.94 C.F. MAX RUNOFF = 1.54 C.F.S. HOURS RUNOFF IN C.F.S. 10.0 0.00 11 . 05 11.5 .10 11.70 .33 11.80 .76 11.90 1.37 12.00 1.54 '12.10 1.26 12.20 .88 12.30 .60 12.40 .44' 12.50 .35 '12.60 :29 12.70 .24 12.80 .20 12.90' .18 13.00 • .17 13.2 .14. 13.50 .12 14.00 .10 14.50 .08 15.00 .07 16.0 . .06 18.0 .04 20.0 .04 24.0 0.00 HYDROGRAPH DESIGN S.C.S. TR -55 METHOD DESIGNER= STEVE TRIPP BASIN B -1 RAINFALL = 2 'INCHES HYDRAULIC LENGTH = 430 FEET WATERSHED SLOPE = - 1.2 PERCENT TRAVEL TIME = 0 HOURS SUBAREA 1 RUNOFF CURVE NUMBER = 73 COMPOSITE CURVE NUMBER = .73.00 DATE = 2/11/86 Ct = .15 L = 100 N = .4 8 = .008 CHANNEL FLOW VALUES L = 220 Z1 = 36 Z2 = .172 N . = .016 8 = 0 5 = .017 TD = .12 COMPUTED VALUES • DUR = 7.85 I10 = 2.60 010 = .48 OA = .48 RATIONAL FORMULA HYDROLOGY DESIGNER = STEVE TRIPP BASIN 8-3 DESCRIPTION = LEHI FIRST ADDITION SUBAREA 1 = .33 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .15 SUBAREA 2 = .15 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .9 TOTAL AREA = .48 ACRES COMPOSITE RUNOFF COEFFICIENT = .384375 OVERLAND FLOW VALUES :•vrs::,_. n ma r3, S RATIONAL FORMULA HYDROLOGY DATE = 2/11/86 DESIGNER = STEVE TRIPP DESCRIPTION = LEHI FIRST ADDITION SUBAREA 1 = 1.41 ACRES SUBAREA 2 = .26 ACRES TOTAL AREA = 1.67 ACRES OVERLAND FLOW VALUES Ct = .15 L = 290 N = .4 S = .011 CHANNEL FLOW VALUES L = 220 71 = 36 Z2 = .172 N = .016 B = 0 S = .008 TD = .18 COMPUTED VALUES DUR = 12.29 I10 = 2.04 010 = .91 0A = .96 BASIN 8 -2 SUBAREA 1 RUNOFF COEFFICIENT = .15 SUBAREA 2 RUNOFF COEFFICIENT = .9 COMPOSITE RUNOFF COEFFICIENT = .266766467066 DATE= 02/11/86 DESCRIPTION= LEHI FIRST ADDITION SUBAREA 1 = 1.67 ACRES TOTAL AREA = 1.67 ACRES BASIN INPUT DATA CALCULATED VALUES RAINFALL = 2 INCHES HYDRAULIC LENGTH = 510 FEET WATERSHED SLOPE = 1 PERCENT TRAVEL TINE = 0 HOURS TABULAR HYDROGRAPH 5 = 2.50 0 = .56 INCHES LAG = .19 HOURS Tc = ,731 HOURS VOLUME = 3,259.50 C.F. MAX RUNOFF = .95 C.F.S. HOURS RUNOFF IN C.F.S. 10.0 0.00 11.0 .03 11.5 .06 11.70 .20 11.80 .46 11.90• .84 12.00 .95 12.1! .79 12.20 .56 12.=0 .38 32.40 .28 12. Sid. 22 12. - 60 � ' .19 .15 12.80 .13 12.90. 11 1'3.00 .11. • 13.2 •.09 13.50" .08 14.00`" .06 14.50; 05 15.00 .04 16.0 .04 18.0 .03 20.0 .0.3 24.0 0.00 HYDRGGRAPH DESIGN S.C.S. TR -55 METHOD DESIGNER= STEVE TRIPP BASIN B-2 SUBAREA 1 RUNOFF CURVE NUMBER = 80 COMPOSITE CURVE NUMBER = 80.00 H � Du e. = .. ` 5 Crt) _ z• / Z, 3 cu, n T CF`_; VS, TINE 12 d3 14 15 1b TI IIE IN HOUR`: BASIN B To be S7.0.e y0 /um� gt./nol"'1 460 ve , 3G es ° 7o (r -,q 7 3600 sy�) L / 5 ` f Po no , S de-ep S. /ora9e E N: ✓ 78 Pone/ 5,4e = 3? X 33 30 X 37 oF Gs x 4 4 ro S c oT fro e/ ( 2ouoie— Pond Size 2.5 X ) `7 SG Ca rr r. cd /l ,5- 'c/e&g. DATE = 2/7/86 DESCRIPTION = LEHI FIRST ADDITION SUBAREA 1 = .49 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 = 1.94' ACRES SUBAREA 2 RUNOFF COEFFICIENT = .1S TOTAL AREA = 2.47 ACRES OVERLAND FLOW VALUES CHANNEL FLOW VALUES Ct = .15 L - 220 N - 4 S = .008 L = 540 21 = 44 Z2 = .172 N - .016 B = 0 ' S = .006 TD = .197 -COMPUTED VALUES- DUR. =.1 5.32 110 = 1.76 Q10' = OA = 1.30 RATIONAL FORMULA HYDROLOGY DESIGNER = STEVE TRIPP BASIN C COMPOSITE RUNOFF COEFFICIENT = .70123 4567901 i r C ,AREA c: 593.7 - c.. , /.5 d (7Kh INac C.ctru L%'Tfo)41; s"PF/emcnta / ) 0 ' 1. Ors Peve/cpeJ Cori; r ;e -. ',U Cr Er I st ? C l v ;n rcr Q in o Z /cn y open ;n9 w/ Z tie? re: :ien = , l C. w / z' cep, O c d! c = . / ¢ /.I� Z n. Z 2.0 !'cnJ siz c - .O.t& /QS? it; /f - 5 l .o x a ,>'" = - i ST: .aa e 2 fE2 y = . 1 7 ' . SS _ ;s7.f3_ f ec.7T. . sc f'cn✓ o Y 30 .S c Covld ,G� . ;eiew y... LEHI /s7 Add. _ 3Z r... C t•�..i c. G..Se. F/c.v. 6o?1c of .,d: 1071S 5 -zo -s;, 'Svj o r (Zox4 jJ DATE = 2/12/86 DESCRIPTION = LEHI FIRST ADDITION SUBAREA 1 = 2.25 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .15 SUBAREA 2 = .18 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .9 TOTAL AREA = 2.43 ACRES COMPOSITE RUNOFF COEFFICIENT = .205555555556 OVERLAND FLOW VALUES Ct = .15 L = 230 N = .4 S = . 008 CHANNEL FLOW VALUES L = 540 Z1 = 4 Z2 = 4 N = .03 P = 0 S = .06 TD = .28 COMPUTED VALUES. DUR = 12.44 I10 = 2.02 010 = 1.01 DA = 1.00 Deve loped Condi +ions • rror This 'Basin Q „ = /. Z 8 c s present co ndi *ion Q, DI c.7.' Z7 c1 • 1 p opo se -to . a. //o tAe discharge . To Co 'O c,e • South 21 on the j6ufter. or .Adnnis Roac/, Th;a Plat ;5 treating an adcliti'onal run of .L7 and does not warrant acid: t drai nage ca. c 11; ties, • sir RATIONAL FORMULA HYDROLOGY DESIGNER = STEVE TRIPP BASIN C Present Condition. -/ /o- DRAinhy- Ae-; (14 11,10 1 -1 i 1 0 r( Ott// 0 vts iN GX 1 J7 -4 - 1 1 13 r+ = .c= tr:.ar. aiEa.+ DATE = 03/10/86 : . PROJECT NAME = LEHI DESCRIPTION = SUBAREA '1 = .34' ACRES SUBAREA 2 = .97 ACRES TOTAL AREA;= 1:31 ACRES OVERLAND FLOW VALUES Ct = .15 L. = 130 N :. _ .4 .. 5 .01.2 CHANNEL PLOD! VALUES L = 220 Z1 = 76 Z2 = ' ;172 N = .016 P = 0 S = .018 TD -= .165 ' COMPUTED VALUES' DUR = 7.63 I10 = .2.58 OIO = 1.17 OA = 1..14 RATIONAL FORMULAHYDROLOGY • DESIGNER = G. ' NELSON FIRST ADDITION . 4 BASIN A - SUBAREA 1 RUNOFF`'COEFFICIENT = .9 SUBAREA '2 RUNOFF'COEFFICIENT.= .15. COMPOSITE RUNOFF COEFFICIENT = .34465648855 DATE = 03/10/86 PROJECT NAME =,LEHI FIRST ADDITION BOWSTRING CALCULATIONS DESIGNER = G. NELSON BASIN A . DESCRIPTION = t t .Intensity Ddev. Vin Vout Storage (min.) (sec.) (in. /hr.) •(c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 1.44 577 300 277 7.6 * . 458 2.58 1.17 715 . 458 . 257 10.0 600' 2.24' . 1.01 764 600 164 15.0 900 1.77 .80 844 900 -56 20.0 1200 1.45 .65 888 1200 -312 25.0 .1500 1.21 . 55 905 1500 -595 . 30.0 1800 1.04 .47 918 1800 -882 35.0 2100 .91 .41 927 2100 -1173 40.0 2400 .82 .37 946 2400 -1454 ' 45.0 2700 .74 • .33 954 2700 -1746 50.0 3000 .68 .31 969 3000 -2031 55.0 - 3300 .64 .29 999 3300 -2301 :60:0 3600 .61 .28 1034 3600 - 2566.. 65.0 3900 .60 .27 1090 3900 -2810 70.0 4200 .58 , .26 1141 4200 -3059 75.C) 4500 . 56 . 25 1167 4500 -3333 80.0 4800 .53 • .24 1186 4800 -3614 85.0 5100 .52 .23 1222 5100 -3878 90.0 5400 .50 .23 1254 5400 -4146 95.0 5700 • .49. _22 1295 5700 -4405 100:0 6000 s.48 .22 1334 6000 74666 THE MAXIMUM STORAGE IS 277.17954 CU. FT. * The time of concentration is 7.631044 minutes. The Undeveloped flow out is 1 c.f.s. TEN YEAR STORM CALC DATE = 03/10/86 PROJECT NAME = LEHI FIRST ADDITION DESCRIPTION = SUBAREA 1 = 4.63 ACRES SUBAREA '2 = .07 ACRES TOTAL AREA = 4.7 ACRES COMPOSITE RUNOFF COEFFICIENT .= .161170212766 OVERLAND FLOW VALUES Ct = .15 L = 430 N = .4 S = .012 CHANNEL FLOW VALUES L = 0 TD = .0 COMPUTED VALUES DUR = 12.41 I10 = 1.98 010 = 1.50 QA = 0.00 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN B -1 SUBAREA 1 RUNOFF COEFFICIENT = .15 SUBAREA 2 RUNOFF COEFFICIENT = .9 BOWSTRING CALCULATIONS DATE. = 03/10/86 - DESIGNER = G. NELSON PROJECT NAME= LEFiI FIRST ADDITION DESCRIPTI ©N = . t t Intensity. Qdev. Vin V©at ' Stor • (min.) (sec.) (in., /hr.) (c.f.s..) (cu. ft.) (cu: ft.) (cu: „ft.) 5.0 300 3.18' . 2.41 96B .300 668 10.0 600 2.24 . 1.70 .1364 600 764 12.4 * 744 1.98 1.50 1496 . 744 752 15.0 • 900 . 1.77 1.34 . 1546 '900 646 20 :() 120 .1:45 1.10 ' 1596 •1200 396 25.0 1500 1.:21 92. 1607 1500 107 30.0 1800 1:04 .79 1617 • 1800 -183 35.0 2100 . .91 .69 1622, 2100 -478 . 40.0 2400 '.82 .62 . .1648 2400 -752 45..0 2700 .74 .56 1655. .2700 -1045 50.0 3000 .68 .52 1676 3000 -. - 1324.' 55.0 3300 .64 . :48 1723 3.70o -1577 60.0 36 €0 . :.61' 7. 46 1780 3600 -1820 65.0 3900 60 45 1872 3900 ' - 2028 70.0 4200. .58 .44 196 4200. 2244 75,0 4500 - . 56 .4 1998 4500 -2502... . 80.0 4B00 .53 :40 . 2029 4800 -2771 85.E 5100 .52 .39 2088 5100 -3012 90.0 5400 .50 . .Z8 2 141 'y 5400 77259 95.0 .5700 .49. .37 2210 5700 - 3490 100.0 6000 . .48 ' .36 2 6000 -3726 ' THE - MAXIMUM STORAGE IS 764.2272 CU. FT. *.The time of concentration is 12.40663 minutes. The Uridevelopedflow out is 4 c.f:s. TEN YEAR STORM CALL a DATE = 03/10/86 PROJECT NAME = LEHI FIRST ADDITION DESCRIPTION = SUBAREA 1 = .34 ACRES SUBAREA 2 = .97 ACRES TOTAL AREA = 1.31 ACRES COMPOSITE RUNOFF COEFFICIENT = .34465648855 OVERLAND FLOW VALUES . Ct = .15 L = 130. N = .4 S = .012 CHANNEL FLOW VALUES L = 220 Z1 = 36 Z2 = .172 N = :016 B = 0 S = .018 TD = .165 COMPUTED VALUES DUR = 7.63 I10 = 2.58 010 = 1.17 QA = 1.14 RATIONAL. FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN A SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 i DATE = 03/1.0/86 PROJECT NAME = LEHI FIRST ADDITION DESCRIPTION = t t " Inten'sity Qdev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 1.44 577 90 487 7.6 * 458 2.58 .1.17 715 137 . 578 10.0 . 600 2:24 1.01 764 180 584 15.0 900 1.77 .80- 844 270 574 . 20.0 1200 1.45 .65 BBB 360 528 25.0 1500 1.21. - 55 905 450 455 • 30.0 1800 1.04 .47 918 540 ,378 35.0 2100 '.91 .41 927 630 297 40.0 2400 .82 .37 946 720 226 45.0 .2700 .74 .33 954 .810 144 50.0 3000 .68 .31 969. 900 69 55.0 '3300 .64 .29 999 990 9' 60.0 3600 .61 .28' 1034 1080 -46 .65.0 3900 .60 .27 1090 1170 -80 70.0• 4200 .58 .26 1141 1260 . -119 75.0 4500 .56 .25 1167 1350 -183 80.0 4800 .53 .24 1186 1440 , -254 85:0 5100 - .52 .23 1222 1530 -308 90.0 5400 .50 • .23 . 1254 '1620 -366 95.0 5700 .49 .22 1295 1710 -415 100.0 6000 .48 • .22 1334 • 1800 -466 THE MAXIMUM STORAGE IS 584.257746261 CU. FT. *:: The time of concentration is 7.631044 minutes. The Undeveloped flow out is c.f.•s. TEN YEAR STURM CALC BOWSTRING CALCULATIONS DESIGNER = G. NELSON .BASIN A RATIONAL FORMULA HYDROLOGY DATE = 03 /10/86 DESIGNER = G. NELSON PROJECT NAME = LEHI FIRST ADDITION DESCRIPTION = SUBAREA 1 = 1.41 ACRES SUBAREA 2 = .26 ACRES TOTAL AREA = 1.67 ACRES. OVERLAND FLOW VALUES Ct = .15 L = 290 N = .4 S = .011 CHANNEL FLOW VALUES L = 220 Z1 = 36 Z2 = .172 N = .016 B = 0 S = .008 TD = .175 COMPUTED VALUES DUR = 12.33 I10 = 1.99 010 = .89 • 0A = .89 BAS IN- SUBAREA 1 RUNOFF COEFFICIENT =.15 SUBAREA 2 RUNOFF COEFFICIENT = .9 COMPOSITE RUNOFF COEFFICIENT = .266766467066 BOWSTRING CALCULATIONS DATE = '03/10/86 DESIGNER = G. NELSON . BASIN 8 -2 PROJECT NAME = LEHI FIRST ADDITION DESCRIPTION = t t Intensity Udev. Vin . Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.)' (cu. ft.) 5.0 300 3.18 1.42 570 90 -480 10.0 600 2.24 1.00 802 . 180 , 622 12.3 4 740 1.99 .89 878 222 656 15.0 900 1.77 ' .79 908 270 638 20.0 1200 - 1.45 .65 938 360 578 25.0 1500 1.21 .54 944' 450 494 30.0 1800 1.04 .46 951 540 411 35.0 2100 .91 .41 953 630 323 40.0 2400 .82 :37 969 720 249 45.0 2700 .74 .33 973 810 163 50.0 3000 . .68 .30 985 900 85 55.0 3300 .64 ..29 1013 990 • 23 60.0 3600' .61 .27 1047 1080 65.0 3900 ' .60 .27 1100 1170 -70 70.0 4200 .58 .26 1150 . 1260 -110 75.0 4500 ..56 .25 1175 1350 -175' 80.0 4800 .53 .24 1193 1440 -247 85.0 5100 .52 .23 • 4228 • 1530 -302 90.0 5400 .50 . 22 1259 1620 -361 95.0 5700 :49 .22 1299 1710' -411 100.0 6000 ..48 .21 • 1337., 1800 -463 THE MAXIMUM STORAGE IS 656.20066683 CU. FT. * The time of concentration is 12.33082 minutes. The .Undeveloped flow out is .3 c.f.s. TEN YEAR STORM CALC DATE = 03/10/86' PROJECT NAME = LEHI FIRST ADDI YION DESCRIPTION = SUBAREA 1 = .49 ACRES SUBAREA A COEFFICIENT = .9 SUBAREA 2 = 1.94 ACRES SUBAREA 2 RUNOFF COEFFICIENT = ^15 TOTAL AREA = 2.43 ACRES COMPOSITE RUNOFF COEFFICIENT = "301234567901 OVERLAND FLOW VALUES - Ct = .15 L = 220 N = .4 S = ,00B CHANNEL FLOW VALUES L = 546 Z1 = 44 Z2 = .172 N = .016 B = 0 S = .006 TD = .197 COMPUTED VALUES DUR = 15.32 I10 = 1.75 010 = 1.28 OA = 1.30 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN C DATE = 03/10/86 I BOWSTRING.CALCULATIONS DESIGNER = G. NELSON BASIN C PROJECT NAME ='LEHI FIRST ADDITION DESCRIPTION = t t Intensity •'Odev. • . Vin Vout Storage (min.) (sec.) (in. /hr-,). •(c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 2..33 936. 300 636 10.0 600 2.24 1.64 1318 600 718 15.0 900 1.77.• 1.30 1563 900 663 15.3 * 919' 1.75- 1.28 1576 - 919 657 20.0 1200 1.45 1.06 1605 1200 405 25.0 1500 1.21. .89 1605 1500 105 30.0 1800 1.04 .76 1608 1800 -192 35.0 2100 .91 .67 1607 2100 -493 40.0 2400 •.82 .60 1628 2400 -772 45.0' 2700 .74 .54 1632 • 2700 -1068 50.0 3000 '.68 - .50 1649 3000 -1351 55.0 3300 .47' 1692 3300 -1608 60.0 3600 .61 .45 1747 3600 -1853 65.0 3900 .60 :44 1835 3900 -2065 70.0 • 4200 .58 .42 1916 4200 -2284 75.0 4500 .56 .41. 1955 .4500 -2545 80.0 4800 .53 .39 1983 . 4800 -2817 85.0 5100 52 .38 2040 5100 -3060 90.0 - 5400 .50 .37 2091 5400 -3309 95.0 • 5700 .49 .36. . 2157 5700 -3543 100.0 6000 ..48 • .35 2218 6000 -3782 THE MAXIMUM STORAGE IS 718.30272 CU. FT. * The time of concentration is 15.31803 minutes. The Undeveloped flow out.is 1 c.f.s.' TEN YEAR STORM CALC DATE = 03 -10 -86 DESIGNER= G. NELSON DESCRIPTION= LEHI FIRST ADDITION PE 1449 SUBAREA 1 = •1.31 ACRES TOTAL AREA = 1.31 ACRES BASIN INPUT DATA RAINFALL = 2 INCHES HYDRAULIC LENGTH = 350 FEET WATERSHED SLOPE = 1.5 PERCENT TRAVEL TIME = 0 HOURS CALCULATED VALUES TABULAR HYDROGRAPH S = 1.90 S FACTOR = 1.62 0 = .74 INCHES LAG = .10 HOURS Tc = .16 'HOURS VOLUME = 3,397.06 C.F. MAX RUNOFF = 1.18 C.F.S. HOURS RUNOFF IN C.F.S. 10.0 0.00 11.0 .04 11.5 .07 11.70 .37 11.80 1.04 11.90 1.18 12.00 .89 12.10 .54 12.20 .32 12.30 .24 12.40 .20 12.50 .18 12.60 .15 12.70 .12 12.80 .11 12.90 .11 13.00 .10 13.2 .08 1.7.50 .07 14.00 .06 14.50 .05 15.00 .04 16.0 .04 18.0 .03 20.0 .03 24.0 0.00 HYDROGRAPH DESIGN S.C.S. TR -55 METHOD BASIN A SUBAREA 1 RUNOFF CURVE NUMBER = 84 COMPOSITE CURVE NUMBER = 84.00 DATE= 03 -10 -86 DESCRIPTION= LEHI FIRST ADDITION PE 1449 SUBAREA 1 = 4.7 ACRES TOTAL AREA = 4.7 ACRES BASIN INPUT DATA RAINFALL = 2 INCHES HYDRAULIC LENGTH = 430 FEET WATERSHED SLOPE = 1.2 PERCENT TRAVEL TIME = 0 HOURS CALCULATED VALUES S = 3.70 S.FACTOR = 1.26 , 0 = .32 INCHES LAG = .18 HOURS Tc = .30 HOURS VOLUME = 5,223.94 C.F. MAX RUNOFF = 1.54 C.F.S. TABULAR HYDROGRAPH HOURS RUNOFF IN C.F.S. 10.0 0.00 11.0 .05 11.5 .10 ' 11.70 .33 11.80 .76 11.90 1.37 , 12.00 1.54 12.10 1.26 12.20 .88 12.30 .60 12.40 .44 12.50 .35 12.60 .29 12.70 .24 12.80 .20 12.90 '.18 13.00 .17 13.2 .14 13.50 .12 14.00 .10 14.50 .08 15.00 .07 16.0 .06 18.0 .04 20.0 .04 24.0 0.00 HYDROGRAPH DESIGN S.C.S. TR -55 METHOD DESIGNER= G. NELSON BASIN 8-1 SUBAREA 1 RUNOFF CURVE NUMBER = 73 COMPOSITE CURVE NUMBER = 73.00 DATE = 03 -10 -86 DESCRIPTION= LEHI FIRST ADDITION PE 1449 SUBAREA 1 = 1.67 ACRES '• TOTAL AREA = 1.67 ACRES BASIN INPUT DATA CALCULATED VALUES DESIGNER= G. NELSON BASIN 8 -2 RAINFALL = 2 INCHES.. , HYDRAULIC LENGTH = 510 FEET WATERSHED SLOPE = 1 PERCENT TRAVEL TIME = 0 HOURS S = 2.50 S FACTOR = 1.50 0 = .56 INCHES LAG = .19 HOURS Tc = . 31 HOURS_' VOLUME = 3,259.50 C.F. MAX RUNOFF = .95 C.F.S: TABULAR HYDROGRAPH . HOURS RUNOFF IN C.F.S. 10.0 0.00 11.0 .03 11.5 .06 11.70 .20 11.80 .46 11.90 .84 • 12.00. .95 12.10 .79 12.20 .56 12.30 .38 12.40 .28 12.50 .22 12.60 .19 12.70 .15 12.80 .13 12:90 .11 17.00 .11 13.2 .09 13.50 .08 14.00 .06 14.50 .05 15.00 .04 16.0 .04 18.0 .03 20.0 .03 24.0 0.00 HYDROGRAPH DESIGN S.C.S. TR -55 METHOD SUBAREA '1 RUNOFF CURVE NUMBER = 80 COMPOSITE CURVE NUMBER = 80.00 P R 0 F I.L E SAG VERTICLE CURVE ;•CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = i3 GRADE #2 = .8- DESIGN SPEED 30 . • LENGTH ,OF' VERTICLE CURVE , (CALCULATED) - 293432203 • LENGTH�.OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGEE SIGHT DISTANCE:, '1'98 :89830508 • 4+65 PI , L= 0 L/H Pt.= 0.000 l? 0 Grade= .767'L 4 +65. '• 2071.740 . '..4+75 2071 .•817 . - 5 +00 2672.000 5+25 2072.200 • . 5+25 PI ' L= 0.400 L/H Pt.'. 0.000 t? 0 Grade= •- . .8007. 3+2` 2072.20.0 2u72.2UU. . 5+50 2072.100•. 2072.000 5 +50 PI L= 50.000 L/H Pt.= 2072.100 6 'Grade= .806% 5 +50 2[1'72. 1001 2072.0140 5 +75 2072.200 5 +75 P.I. L= • 0.000 L /H Pt.= 0.000 e 0 G rade= .840%. i3+75 2072.200 6 +04. 2072. 6 +25 2072.600 6 +50 2072.800 ;6+75 2073.000 - -7. +00 2073 • 7 +25'. 2073.400 - • 20 400 7+.50 2017.W:681 2073.644 7 +75 2074.125 2073.800 7++75 PI L= 100.000 L/H Pt.= 2073.277 1? 6 +94.231 - Grade= 7+75 2074.125 7 +7., 2073.800 0 . 2074.731 2074. 650 :8+00 ' 8+25 .2075.500 8+50 2076.350 • 2076.350 8 +75 . 2077.080 2077.:200 +n 2 2078;050 9 ..0 X077. 571 9+00 . PI L= 100.000 L/H Pt.= 2077.837 e .9 +38.65 9 +00 2077.571 2078.050' - 9+25 2077.821 2077.941 9 +50 2077.832 x •9+75 2077.724 9 +75 2077,724 9 +75 :PI. L =- 0.000 ' L/H Pt..= 0.000 G 0 Grade CRE VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN'SPEED' GRADE 41 = .766666666667 • . GRADE #2 ="1-.8 . - DESIGN SPEED. 30 ' LENGTH OF VERTICLE CURVE (CALCULATED) - 494.54381537 LENGTH OF VERTICLE CURVE (GIVEN)-, 0 GIVEN IS LARGER • SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE; CALCULATE LENGTH GIVEN DESIGN SPEED GRADE . 41 = .8 Grade= 7.4357. DESIGN SPEED 70 LENGTH OF VERTICLE CURVE (CALCULATED) - 9.99999999999E499' LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN, SPEED GRADE #1 = .8 GRADE #2 = 3.4 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 23.797262063 LENGTH OF VERTICLE •CURVE (GIVEN) 100 GIVEN I5 LARGER SIGHT DISTANCE 198.89870508 CREST VERTICLE CURVE. CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 3.4 GRADE #2 = - .435294117647 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 33.287407706 LENGTH OF VERTICLE CURVE (GIVEN) 100 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 Name G. NELSON . Date 3-10-86 Project ADAMS IN LEHI ADDITION PE 1449 Width from centerline to curb 75.62 75.55 75.42 75.07 75"02 74:98 74.8 74.61 74.42 73.86 73.31 72.89 72.67 72.28 • 10 10.5 10,6 11 11.1 11 10.8 10.6 10.2 10"1 10"4 10.7 11 10"8 2 2 - Pave. Edge El. Dist C� - edge Min. elev. 4.5%Max" elev. 2% . 75.5325 75.795 75.485 75.735 75.3595 75.607 75.0275 75.265 . 74.982 75.217 74.9375 75.175 74.7485 74.991 74.5495 74.797 74.3415 74.599 73.777 74.037 73,2405 73.493 72.834 73.079 72.6275 ' 72.865 72.2285 77,471 -,5375 -.025 -"5375 -^025 -.5375 -.025 Name G. NELSON ' Date 3-10-86 Project ADAMS IN LEHI ADDITION PE 1449 Width from centerline to curb 22 Pave. Edge El. Dist CL - edge.Min. elev. 4"0%Max. elev. 2% 75"62^ 75.55 75.42 75.07 75.02 74.98 74.8 • 74.61 74.42 73.86 73.31 72.89 72.67 72.28 10 10°5 10.6 . 11 11.1 11 10.8 10.6 10^2 10.1 \0.4 10.7 11 10~8 75"585 75.795 75.535 • 75.735 75.409 75.607 75.075 75.265 . 75.029 75.217 74.985 75.175 74.797 74.991 74.599 74.797 74,393 74.599 73.829 74.037 73.291 73.493. 72.883 73.079 72.675 72.865 72.277, 72.471 ~.5375 -.025 -.5375 -^025 -"5375 ■ h. TO: Spolce77e Ca:trit Enr,' ( Oary Nelson y SUBJECT: / aN 1 F /R57' ADUi -rioN DATE: ice 6 nary /6, /9 :C, R tit- ac`iec7i ) C;,- y oa r - t € Vi °Cc} Llr Z. c:rtic =S c , l e the. Plan i - er ree%,ns Ronc/ and ZO a / c ' 01 Me. fin/inapt:: C /lcr ht 7 s ia'he/ .2 I Cc y o 7`A ea y7a04 _ s %ect Or At /ms A'atd CLARENCE E. SIMPSON ENGINEER, INC. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road RE CEIVED Spokane, Washington 99206 Telephone:926 -1322 FEB 1 8 1986 kw* fogieeedeg [Signed 0 _5 M., . lZ too tso tso +38 - )0 • + SO . • .t?8 VI 9 . 4 // ' ±sv 3 — ` RECEIVED' FEe. 1. d 1986 nMflnzineedng - 4 0 I1 Sf OKMNE COUNTY. ST/IN4..“` CUQt Gc'7GRCTrPE 8) C. r.te- Curb Grade Sheer Tn� T Co. l Ton Z.4 a / G, GuCh, 0 /. of Z.% _ EdIt *IAA'S �• _ •75.6 7S,Yo 75,:35 X73,20 7 S ,o 0 '71.95 74.60 60 L 74, ao .73.90 73• '73.07 72. 7? : 72.75 •'72•'/2 . ;75,-58 ;7s, 53 _ _475,73 75,07 45, 2(. _ 7$,OZ. . 75.21 _ .__ - 74,9e - 75, , - 7` . 7'1.99 74,59 7475 74.351 74.55 .73.82 74.o3 73.25 73,49 71.8E 73.07 z•r, T. 4/9. 72.8lc I 7247 ( •75.6 2_;10 . . • _75,87. . .:1o _S. 42 /ob ___75,44 - 0 75. 11 7s. /S 7,4. __ 7, - t _ �., 7So / Z4..4O _ 74,95 7-.99. .,c. _7 ..10g . _..74.87 14-,61. 74.42 to - 74,So 73.e6 1. . 73..85 73.31 [ lo 72 :8y ,o- 7247 /I 72.28 , 107 so,5 El i iTi n. v. Le HI tt ,U- to it �d Asfb. IsT Add, 2 - �4- -8 Top • o - C C...6 i zo ! kr __75:70 .•,_ tt 7S,/7 7.2. 39 73.(5 72.99 x:_.73,04 72.9z I 72.1, 4 L72.74-- / 7— 160 150 140 130 120 110 100 90 CONTRACT: / �F T o 5 I \9 STA: e i METHOD N WGT. OF DISH BLOWS PER LAYER -0 COMPACTION SAMPLE NO. WGT OF DRY SOIL G DISH WGT. OF WATER NO. LAYERS 't WGT OF WET SOIL E MOLD J. TAMPER WT. j /.In lc WGT. OF MOLD DROP HT. Th, ' 'i WGT. OF WET SOIL MOLD OIA. V WET UNIT - WEIGHT 1'1 • 1 77`1. 1 VOLUME OF SAMPLE MOTS URE SAMPLE NO. . !6 ft WGT. OF WET SOIL E D15H COMPACTION TEST DATA WGT. OF DRY SOIL MOISTURE CONTENT AVE. MOISTURE CONTENT DRY UNIT WEIGHT 01. it /37. MECHANICAL ANALYSIS SAMPLE GRAVEL SAND MAX. SIZE % RETAINED #4 S'7 ° ° PASSING #4 SOIL CLASSIFICATION: OPT. MOISTURE CONTENT IMAX. DRY DENSITY (DATE 1 . •r; TESTED BY CHECKED BY -DATE JO NO. Kwwi eras / &fi -7 / 6 1 0 LOCATION L ! e /. Add/ ." 7io REMARKS: 1 N Co FINES ATI LIMITS LL PL PI 5 10 15 20 25 30 MOISTURE CONTENT- % DRY WEIGHT 35 40 45 No. P6 0445 BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON - 1 3 E- 1449-84' ZE -34 -84 IN THE MATTER OF FILING THE FINAL ) PLAT OF LEHI 1ST ADDITION AND ZONE RECLASSIFICATION IcH M AGRICULTURAL ) TO A G R I C U L T U R A L , S U fl U R B A N AND R -1 ) R E S O L U T I O N LOCATED IN SECTION 26, TOWNSHIP ) 25N, FANG 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 LEHI 1ST ADDITION The South 100.00 ft. of the Southeast Quarter of the Northeast Quarter of the Northwest Quarter of Section 26, Township 25N, Range 44 E.W.M., EXCEPT County Road; TOGETHER WITH the West 560.00 ft. of the East 580.00 ft. of the Northeast Quarter of the Southeast Quarter of the Northwest Quarter of Section 26, EXCEPT that portion of the West 560.00 ft. of the East 580.00 ft. of said Northeast Quarter of the Southeast Quarter of the Northwest Quarter lying within the South 890.00 ft. of the Southeast Quarter of the Northwest Quarter of said Section 26; situate in the County of Spokane, State of Washington. more precisely described in the plat dedication, on the recommendation of the Spokane County Hearing Examiner Committee, be, and the same hereby is approved, with the exception that the public rights of way dedicated in this plat will not be established for maintenance purposes until the County Engineer has certified that the roads have been improved to County standards and approved by a separate resolution of the Board of County Commissioners. PASSED BY THE HOARD THIS a 7 DAY OF �FJ 0 53 LeA i 4dd t-i-ior1 LAB NO. CORE NO. C. WGT IN WATER B. WGT SAT. SURF. DRY A. WGT OF OVEN DRY SAMPLE A= CALC BULK SP GR = B -C ASPHALT CONCRETE PAVEMENT CORES DETERMINATION OF % AIR VOIDS W.S.T.D. TEST METHOD NO. 706A (METHOD C) LAB NO. CORE NO. A= CALC BULK SP GR = B -C WGT /CU FT. = BULK SP GR X 62.2= WGT /CU FT. = BULK SP GR X 62.2= --J W.S.T.D. TEST METHOD 705A (68 ° ) C. WGT IN WATER B. WGT SAT. SURF. DRY A. WGT OF OVEN DRY SAMPLE A. WGT OF DRY MAT _I A. WGT OF DRY MAT 40 7 B. WGT OF PYF. + H 0 B. WGT OF PYE + H 0 20:7 7 2 J 2 'I A +R= I A +B= 31 o ^^ 4. 4 . C. WGT OF PYE + H 0 + MAT C. WGT OF PYE + H 0 + MAT d 9 4 2 2 A +B -C A +B -C /SS. 4 RICE SP GR = A = RICE SP GR = A = A +B -C A +B -C RICE SP GR X 62.2 =MAX WGT /CU FT RICE SP GR X 62.2 =MAX WGT /CU FT AIR VOIDS= 100X1 -BULK SP GR= % AIR VOIDS =100X1 -BULK SP GR= RICE SP GR RICE SP GR -ies#e ci by Rchatds ,9. 6Z 160 150 140 130 120 110 100 90 • 0= cad. 4. CO METHOD N DROP HT m r' M OLD DIA. V WET UNIT WEIGHT ' � , VOLUME OF SAMPLE MOISTURE SAMPLE NO. f13 WGT. OF WET SOIL E DISH 6 i C WGT OF DRY SOIL E DISH tkit _ WGT. OF WATER WGT. OF DISH BLOWS PERLAYER a5 COMPACTION SAMPLE NO. NO. LAYERS 4 WGT OF WET SOIL SMOLD TAMPER WT..374 Ib WGT. OF MOLD WGT.OF WET SOIL 45. 1 154j COMPACTION TEST DATA AVE. MOISTURE CONTENT q 5 °° PASSING #4 SOIL CLASSIFICATION: OPT. MOISTURE CONTENT 1MA � DENSITY DATE TS P 5 10 CONTRACT: E r`T o 53 15 20 25 30 MOISTURE CONTENT - 7. OF DRY WEIGHT 35 40 STA: 45 50 160 150 140 130 120 110 100 90 1 ■ v WGT. OF WET SOIL 1.015H WGT. OFORY SOIL E. 01511 WGT. OF WATER METHOD N COMPACTION TEST DATA BLOWS PER LAYER ?5- NO. LAYERS TAMPER WT. 316 h A COMPACTION SAMPLE NO. WGT OF WET SOILSMOLD WGT. OF MOLD WGT. OF WET SOIL WET UNIT WEIGHT 1211,4 13 .9 /fi MOTS URE SAMPLE M. DROP HT. .c 1 1 N. WGT. OF DISH WGT. OFORY SOIL MOISTURE CONTENT AVE. MOISTURE CONTENT DRY UNIT WEIGHT 3 /25 1. MECHANICAL ANALYSIS GRAVEL SAND FINES ATT`. LIMITS LL PL PI 5 CONTRACT: ESL 0 10 15 20 25 30 MOISTURE CONTENT - % OF DRY WEIGHT 35 L� tea ls, STA: 40 45 1 - MC.= .Att,_ce.t.pL aototittn.,__ Tir-c 4 .■ 1 Poe 1 di . • . -ELQ 6 2_54 - we° • • a • • • • . 1 • . . . . . i ^ - .- , , • T. . . ... '1:___ 1 • .- i i . - . • " 1 . .....—.....4 4. - ' 11 5PO ANC COUNTY COURT nOUS( Simpson Engineers N. 909 Argonne Spokane, WA 99212 GSN /lvb Thank you for your cooperation in this matter. O PYIOE OP COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER SroaI..E Min ruuvoroN* 99260 September 25, 1986 RE: Lehi First Addition PE 1449 This letter will confirm several telephone conversations we have had re- garding Lehi First Addition. Specifically, Adams Road in the vicinity of S. 2012 . appears to be low with regard to the adjoining property, and the backslope cannot be constructed as indicated on your plans. Please revise your plans and re- submit them with your proposed solution. Very truly yours, C 1.1( c ary S /5elson, P.E. Planning Engineer Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 TO: FROM: Please furnish Stabilometer R values for the soils on the following project: County Road Name(s) RID /CRP /PLAT N Drilling request ROAD NAME FUNCTIONAL CLASS Ma jor Arterial Secondary Arterial Collector Arterial Access Road Private .Road SPOKANE COUNTY ENGINEER'S OFFICE Typical Cross Section Determination test E 'f `actual Drainage Per eoation greater tI,jan 72 " /hr., yes p"--No Est. Act. Remarks* l z /6714 fi �Jo "51/6.6,1-1 "o°11d -- V4 i' /`%4 X 2,9 1/ G,vQ' , g f let- OK * Please note. any Unusual characteristics of soils and/or topography. Are the Sol ls ""suit— able for the use Of 'drywelis? Are there any unusual dra i name considerations? FOR OFFICE VALUES Sec. USE ONLY Twp. R. (See attached section map) LOCATION These are guideline ,traffic indexes only. s TraffLc_` necessary to calculi,te individual traffic index's. FUNCTIONAL CLASS '' TRAFFIC INDEX** TRAFFIC ;INDEX Datr project or 1- W W x 1- a . 0 4 0 1 z a 5 0 STRUCTURAL DESIGN CHART FOR FLEXIBLE PAVEMENTS STABILOMETER R'VALUE 3.0 10 20 30 40 50 60 70 80 90 2.9 2.8 2.7 2.6 2.5 2.4 2.3 2.2 2.1 2. 8 1.9 1.8 A 1.7 •B►0B.9BBHRi61•IIBIIBBO�B/ 11811118. 0• f• B/ IIBBBBBBf• ft f •t•Bf• %f• %_•f•t� % / %___ %IMINIf•f M11111% /4/�f• /////.'A �� ►e \ ►■■ ■1111111111811.11811811111111.11•■ ■•8111111811.11 MIIII■ ■■ ■•1111• ■•• %1111■• ■11 ■ ■ ■ ■ ■ % % I ■ ■ / %Ii MIIIO11C I11��•�1I�1111t{ ��11111�f1�211��11�11�111 t��11•�1Ia1111�� •1� ��1//�2e�1/0. 211101 N► 1118 1111111111 1111118118 11 � 1 1{11■•011111181108•U11811811•••••■ 0.35' ACP + 0.65' CTB, ••anno%////.%%■ ►•01111►�1IIu •1111•••88.11•■ 1111111111■888118811.8811.11.1111•••• <sw r 1111 ►•1880 ■ 1111 111111111111111111 111111111111111111111111lU••••11111111f•f••• OR 0.35' ACP + 0.45' ACB / / % % %/II.I /i %%o \1011 \11 \ ►11. . ■ 11111111111111111111111111111111111111 ••••••11•••••••• � �I� 1 ~ 7. � � �� mrsoloma. an111. 1111 ••••11118•••11.11••1u•••1111811118••1111■ a11 ■��2nli�•1I / /i��•Is 11 �•o� 80 \ 11 1111 118 118.8••8■■•••BOSitB•••118.811.11811• 0.35' ACP + 0.50' CTB, r ■1111111111 \ \ 11111111111111111111 111111111111011111111111181111111111111111 % %OR 0.35' ACP + 0.35' ACB ��r %��•%%��1M� 111111w► 1VIINOC■ 111111811811 .88••8881188L1.8••8.8.118118•• 111/11%/11111, IA••••11• EMU' 101111901.1111 ■1111111111111111111111111111118.11••• 11•••811.111•• ■•••••••11•1111WWi•11I /.///%•1111••■ 131112411:1111 \111101111\ 111111111111111111111111111111111111I111111111111•11.11110 %1•11111M % %••11••11• / / %% % % %MI % ■ 11111111 ►em1111!11818.8••11118.11.1181181111 ■11111111111111111111■ % %= ► /I / % %I:.% : :S: �11111ii1111► 1111 ► ■!I► \ 111111111111111111 11111111111111111111•11•111111•111111■ 0.25' ACP + 0.50' CTB. %I/e%% %%U.v / ■►8181\11►111101i��►1.1MME 1111 INWE1111IIRIRE 111111111111MIOR 0.25' ACP +0.35' ACB .7'7,2111•1/117.411 • 11► ■0 1111\ \ONa1C ■11 \0118.81111••U11.11•LI8O118711.11118■ ►■esoom 8►� intro a� 1111 118 ••■■1111.811.11.11••••11.11m•••ionnnu no r \ h 11 ► 111111111 11111111111111111111 111111111111 %1•f ♦1.1 /M11111 ••f / /1•MMINI MII \ ►•1 ��11 IMIII811 MIIII 111111111111111111111 111111111111 11111111INt •�•1�1•��t♦% / /MMIIII Varii \•■ ►111111 111111∎1111► \11110► ►11111111111111111111111I1111111111111111111111111•%%%%%%% ■ %1•//% %41111W %I %% ■ \•1.11. ►IL'IML 00111110011.1111 1111111111111 111. 118. 88111111■ ■11.11••••••• %%/ // /•MIPZfh %% N11t► 11 .1111111111011.1►1111 0►111111111111111.11.11..I I..II.U.l.... .11.11 ■11••11• / /•% %m %/A.:GM II I I M ILIIILISSI NININVIIIMINIMICIIII111111111111111111111111111111111111111111111 0.30' ACP 0.25' ACP 0.20' ACP 0.35' ACP no ow no woos 111111• 11.11• 111111• -% ■• II IIIMG %•11•••••• -. \• 11 \ 11 \■mmoma31\118\Ol \81111111111111881181111• ■8111111811.1111••••••• / /11 %�•� /Aq1•• % % %%% ■► slq�g 11111g�11�u�s.a►�11s.3111►�►�n ►� IIMEEE M1111u •11801 = = = = = a mormsasimerl/ %zagaz 0.15' ACP ► \11311090•11060110111M3 ∎111 \0►\ ►11111.1181111■ 1111111111111111111111 % %%%%S%/I%i11d11111M . NIIIII %% %i % %�� • 11\110 11► 11►•►`• ►11MINIPMWM.131111111111/11••11111111 11111111 11 • %► /IM1•t' /MAIII11•1111/lll•1111U UNII \ \N \s ►h11\ ►1111 0► 111111 31 11! \•11••11 .7.11.1181111888••••••• //11%111111EV 411 ■11 ■11 ■11.11.11.1111• 1111a11 �� 11 �� e11a � 11 � 1 � r c�� 1111111111111111111111111111 111111��111��R��// //111�IirA111�R•��11 IN3111►`Ua 711111131►11i•\•11311IMIM 0111111111111111111111111.111111 %% %•11•/ /% %1•L//AIII 11• ■1111.11 ■11 ■11.11• ••3 1110111ahhKrrr110.110113111••►1131310∎VIZI IIIM1. 111111••• 1111111111% t•%% % % %► // / %111VM%111 %i % % %0 % % % % %p %%% 11t11M11110112111 11011. 113111•. ∎111 \100001011 1111111111111111111111111%%%%%/0%%%%11 r MINI M % % %•a%%% % % %Ra %%% 1 111►.113 1 11►•11MINI INISNI ►H3131 111111111111 1111111111••1111•1W4 //11111W A% %111% % % %%%%% % %I■ % %%% 11 \•e11 \11 \Y \ �� ►•► 1111► ►811 \ \11111111111111111111111 ■ 811 111111// � % %� /,EL % /i♦BlI11��Ri��■ ■11►`1111►.1111 11►•►113111MMI ► tM INMINIM MIN1111111111111111 ■••11•%I/I /•IIIM %•11111111111••11••11••111111• ■ ■•11.1111\11.8 \481~`8 ►1► 1111 \` \ \► \�N \.%lll!I11.11.111111111111111•��// 117 % %•I,r A11.11111••1111111111.11.11.11•• ■111.1111' 1• \�11\1511�1C•�� ILMIIC\ \MALI► \111111111111.11111111111111M/ /I/IIII♦r/MAIIIIIIIIIIIIIIIM M/1111111111•111111111111111111111 ■ 11111111111. 11131111111 011011131 \►I1 \O►lIa11\\ls! \11. 11111111 1111111111 %0 //!i %IIIM M111%% %111 % % %UNIM %% % %%% 111111111111111113111CI ; INNIM MILT ► ■••1111118111111.11111W/IIIIIIIPZ /%111 •1111111111111111111fi11111111111fi1111111111111111111111M ■ 1111111111111111~1111111.113111MIIM► 111111 1 1 111111%/A! %%• %,A/ /%111%%%I11%%%%%%%• %%%%.% •8U1111..I..i► i i i ► i ► jai � a►► ONaiiiiiii�1 /4, ■ �iii ■11111111111111 ��.11►11.11t►`1131. \`N11NI 111► 111 X111111111111%►/ %%►ArA%%%111%%%I 11%%%%%%%%%%%%%%% uu• , 4* 311131••1`•111► 180.1M!a1N1►111Q► 111111111!%%%%► A / /1• %s111%t•%111I• % % % % % % % % %NIIIM 1111111111111111111111M111•111 A/.RI►11.1111a; 851►►` 11111131N\`031131a11111n / % %►A ►A % ■••1■ %%%111%%%%%%%%%%•1111.11 11 /88881181181111.8.. / 311111 \`11. 11111\fa\1J31,►► 1311131111111%%%%17/1/%%%%11%%%111%%%RB%%%%%1•%%%•t% ■111181111111111111111•1111•11 /ti saimo`11i elim1\A \f►O1 \X 0111111/m umz./ / /%%%% %111%e%111%%%%%%%m%%•11%% ••1111111181181111.11811.1111■ O \►s►\31emot 1111 \\OMINNI ■ %•I.IA IIIM •II / ri ∎wrow iiibI RI & ��I1iMi t�onn111•InnI11.1no�Ino��ioon�� %8181818181 1111111111111 ■•1111118I8111181fa8181181••8181■ ■••••••••••••11•••11••••■ / 31 11.IRS\.N; \►V►\ \ \M.N&Ill Vi 111 8 18 1�1M18�81 .1I11818181��81��811•1118•�1 •1� 11 .811.881188••11.1188••1188.8■ 1111►►:11 te... 11100 % /t %•1. 181 8 11 8•I818II11%%8I%I••1%•181�%%%•1.1 ■888118 811. 118 118111181111.11.88811888.111MIMS \\ \ \`► 11\∎01MAIIII8 1818 18 1III8 1188181�It•I118181��8181m81m. ■ 11111111 11111111118 11111. 118 11118111111f18 ommoingin31►►►► % / %I %%%% /%111% %%1• % % %IMMIIMIMII %• ■8.88•••••••••• 888 .88.888888.888118\.►\`►`►`► \ \0\ rA%% t81•%%%%111%%%I11%%•1%%%%%%_%%%%% ■88••■ 8•■ 8•••• 8 ■ 8••••8•••8.8.8.888•►`l••8 \lO \\ %// %•/•%•111111111 ■111 ■ %••� %• % %�11 ■ % %%% ■11811.11111111118.11118111111111111WIIIII118118 1111■ IIIM.\\.RNall1••••11.11.111•• %1••••%%•11%%%• %%%/ ■ 11811■1111111181111118.1111118.1111.111111.811.11.11■ 888•► \ \♦■.MIIIMI ••••••18•••1!!••••••••••••••• • 0.5 B C 1. EXAMPLE: Given on R value of 25 and a traffic index of 6.0, cover thickness requirements can be determined as follows: An equivalent gravel depth of 1.65' ( round to 1.7 ) at point A. A modified surfacing depth of 1.05 feet at point B for a pavement of 0.35foot ACP + 0.50 foot CTB, or 0.35 foot ACP + 0.35 blot ACB. A modified surfacing depth of 1.43 foot ( round to 1.45) for pavement of 0.35 foot ACP. Figure 326 -2a 326 -5 2.0 2.5 3.0 MODIFIED SURFACING DEPTH (FEET) SEPTEMBER 1977 No 214 3 - Go 3 ¢ No. 2• 6 20 a• /-r- 23.4t7�g-0 210 G44.75' SH'.DED .4 REA 644.75' 644./ v . -G LP -'T It BR. 222 i 22 NO a z. r ... 3 G43.55 L t 2 'ik.6 645.72' 2 214 /a \E 4 3 2 / G4.5.72 I f 07 1.2 / /.../ d F A 1 FL WAY /-J o .5 A Dr . /�/9. G- S /S REA i v7 o 1✓.a 95'5 - 8 . -- 0 27 r 0 z 0 z 0 e W4.434 -GO' 0 0 0 t■ 0 z 34 35 DATE EC.2 32-'25 lMcZ.. - 40 ' ScA.L„E: -„ i"=440' DESCR/PTIO/V 0 0 L 0 0 0 Pal .12014O 6470' 197 198 (9 6 z 1 0 z 0 0 z J 0 0 ALTM5E f D.C,', 0 . 17 7D - Cd ' RAI , ti A . r cla 1 / 1. 4- 1/ t'. y G1 `.y °38 `RA; C. ° 00' -�- as 25 36 D 3 ' CC. GOR tip 6'ueraFp 3., • set Encl. SPOKANE COUNTY COURT HOUSE TO WHOM IT MAY CONCERN 20th Court, Road File No. 2526 Yours very truly, Robert S. Turner, P.E. Spokane County Engineer OF1 CE OF March 27, 1987 Verril Sale Engineering Administrator COUNTY ENGINEER Ronald C. Hormann, P.E. Acting County Engineer SPo1 j ,WasilucivG 99260 1 -1Y ■ This is to certify that 20th Court, adjacent to East 14531 20th Court, Parcel No. 26542 -3506, was established as a County road. The County assumes the responsibility of routine maintenance of the road with the exception of curbs and sidewalks. No assessment will be levied against the property for routine maintenance. Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 87.95 23 ' M 30 0 3 O a t 1 ; 2.5 100 l 8 0.03' 1 14.99' • % z .z = '' .. NINE T +ESA I asi 20TH. AVE 113.(.1'. -. £NTN w T 91.sv • 1o5.9e' 125 1o0• .175 61. /25 44.22 80.o3 • 139.11 i5 83 6 9111 RED AREA AIRWAY HOMES ADS) „Pt F /1!/E _e 6.22' 17 ° !b /06 2 A'D • �... AVE. aft r9 03 . 221 3 b 6b, 79 . •� . /° 4 9 yp 5 2 3RD AWE. A, so ap °� 66.0 140.21 .-sue c.. 020 ' , 1• srR Ll. hs 17 AVIS 20 dIVE 90..4- / S� /02.6 103.10 ro3 5O 104 Io4 1 05.56 >o780 / 1 05.0 •• ,o5 1091$4 /22 m /62.13 7 /22 V 1 784.79 1 4 _ /AS i0 7 IT 3s ,; /50 /02.6/ 5 /22.`2 /0 23 /22.44 4.1 g iV n N /07.8a /00 /oats 10$ 6g . 142.9 P.. ? ? j u2 6 ©N 7 ✓ /03:02 r, s : /02.. _702.81 /22 .i 22 " N 5 3 '__4 v N S' ";/22.69 122 722. /22.69 ; /68.s'o wt I/ °/8 /82.94 '� - las.43: 5.4.24 . /5 -o 299.21 m 97 -9 !65•/9 /4 w m /65 /02.80 .41.5". 7.21 /3Z /3Z Y6 L 't -.v 7 /00.01 22.19 104.5 4 01 23 Rr. 86-6 22. .5 09 /20 /20 0 _243,36 . -_ 5o� /2 ,..__ /101 /N !30 229.35 v /5 m 14$' .20.43 /40 /90 0 h . /02. .) 122.5o 122 /02.4.7 0 /2 5o ROM ANGLE AUTO INV PLAT BOUNDARY PE1449 *. * ** START. 1 INV N 0 00 00.0 E ''INV N 89 57 04.0 W 3 INV N 0 01 01.0 E 4 I NV S 89 57 04.0 E 5 INV S 0 00 00.0 W 6 INV N 89 50 06.0 W LAT & DEP 7 MCLOSE S 18 27 PREC =1 TO 90168 57.4 E' DIST 5/5/86 437.5200 84.5000 100.0000 644.4640:► 538.6300 560.0000 0 0262 Ara= 309757.85sq NORTH 1000.00000 14.37. 52000 1437.59210 1537.59210 1537. 04 998.41220 1000. 02488 - 1000.00tDO i -Ft 7.1111acr s EAST TO 1000.00000 1000.00000 915.50003 915.52960 1559.98937 1559.989~7 999.. 99169 0,00831 1000.. 00000 3Y Situate in the County of Spokane William C. Wagstaff My commission expires KNOW ALL MEN BY THESE PRESENTS, that William husband and wife,, have caused to be platted the land shown hereon as "LEHI 1st ADDITION" That portion of Section 26, Township 25 North, Range 44 E.W.M. in Spokane County, Washington described as follows: The South 100.00 feet of the Southeast Quarter of the Northeast Quarter Northwest Quarter of Section 26, Township 25 North, Range 44 E.W.M.; EXCEPT County road; TOGETHER WITH the West 560.00 feet of the East 580.00 feet of the Northeast Quarter of the Southeast Quarter of the Northwest Quarter of Section 26, Township 25 North, Range 44 E.W.M. EXCEPT that portion of the West 560.00 feet of the East 580.00 feet of said Northeast Quarter of the Southeast Quarter of the Northwest Quarter lying within the South 890.00 feet of the Southeast Quarter of the Northwest Quarter of said Section 26; State of Washington No more than one dwelling unit shall 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. The public water system, pursuant to the WATER PLAN approved by County and State Health authorities, the local fire district, County Building & Safety Department, and water purveyor, will be installed within this plat, and the subdivider / sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. Subject to specific application approval and issuance of permits by the Health Officer, the use of individual on-site sewage systems may be authorized. Individual driveway access permits shall be required prior to issuance of a building permit for driveway approaches'to the County Road system. Each new dwelling unit shall be double plumbed for connection to future area -wide sewerage collection systems. The use of private wells and water systems are prohibited. Drainage easements as platted and shown on Lots 3,4,6,7,9, and 10, Block 1 for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public rights -of -way. The property owner shall m aintain the drainage swale with a pe live cover of lawn turf, with optional shrubbery and/or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage Swale as indicated by the approved street plans. 5' X 10' easements are hereby provided on the lots as shown and shall be used for utility purposes. The plattor does hereby dedicate forever the streets shown hereon for public road purposes. The Owner(s) or Successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of a ULID by petition method pursuant to RCW 36.94 which the petition includes the Owners property and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the Owners property. PROVIDED, this coneition shall not prohibit the Owner(s) or Successor(s) from objection to any a.'sessment(s)' on the property as a result of the improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. �e C� /l� D . 1,3 f f c n) G A) G. Wagstaff and Delma F. Wagstaff into lots, blocks and streets the and described as follows: IN WITNESS WHEREOF, we have hereunto set our hand and affixed our seal this day of ,1986. ACKNOWLEDGEN ENT SURVEYOR S CERTIFICATE Delma F. Wagstaff of the STATE OF WASHINGTON)SS COUNTY OF SPOKANE ) On this day of , 1986, before me personally appeared William C. Wagstaff and Delma F. Wagstaff, husband and wife, who executed the within and foregoing instrument and acknowledged the same to be their free and voluntary act and deed for the uses and purposes herein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Notary Public in and for the State of Washington Residing at This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. Charles E. Simpson P.E. L.S. #9967 Professional Engineer and Land Surveyor Washington CURVE DATA 0 = 8 57'04 R = 185.00 T = 184.84 L = 290.44 LOT AREAS LOT BLOCK AREA 1 1 13,583 EQ. FT. 2 1 11,014 SQ. FT. 3 1 22,823 SQ. FT. 4 1 19,520 SQ. FT. 5 1 14,990 SQ. FT. 6 1 12,037 SQ. FT. 7 1 18,499 SQ. FT. 8 1 12,125 SQ. FT. 9 1 18,378 SQ. FT. 10 1 12,011 SQ. FT. 11 1 12,561 SQ. FT. 12 1 12,315 SQ. FT. 13 1 18,900 SQ. FT. 14 1 18,900 SQ. FT. 15 1 32,120 SQ. FT. 16 27,000 SQ. FT. COUNTY. OFFICIAL ` ' round Brass I hereby certify that the required taxes on the herein platted land have been paid this day of ,1986 By Spokane County Treasurer Deputy Examined and approved this day of By Spokane County Assessor Deputy Examined and approved this day of ,1986 PP Y Spokane County Engineer Examined and approved this day of Spokane County Utilities Di rector Examined and approved this day of ,1986 Spokane County Planning Department Director Examined and approved this day of Spokane County Health District Health Officer Examined and approved this day of Spokane County Commi ssioners A = 52 °01'12 R '= 15.00 T = 7.32 L = 13.62 Chairman 22 0 0 W Z W p 1.LJ ` } cr o w Z uJ 6 N `r. Carta br SS Cap w - 159-Z.3 - RPs: 1)nailinP.P. N 257 55.73 z)•x "on .W b °!t FH 5 50 4a46 .3) nail .n 33''mdpie SGxdW 3:x54 &(,„ Otat', ,1986 1986 1986 SCALE I "= 5 ,1986 W 0 0 = 0 0 0 M 1 0 84.50 S 89 °57`04 "E RPs a) nail 'in PR N 26°E ° 85. 2)" ° on E 6 °It FH 540 °W 45.36 .3) nail In P.P. N40°W 40.03 ta 84.51 Is) LJ 'I < ; LJ G-, - -c <1 o, Z 190.41 cr 0 z • 0 0 0 0 0 0 m Lc) N 4.69 90.00 P LEGEND X49 0. 0 0) L idc="C' WEST '1 EASEMENTS 2 E: 159.84 wES'T 134.84 UTILITY EASEMENTS 1' 0 ° • Q 1b/ `? O ' 0 0 N37 ° 58'48 "W.(R1 -. DRAINAGE AND UTILITY EASE ":LENTS i BEiokRING co SCALE 1 " =50' • = ;MOST. & : CORNERS FOUND (AS NOTED) o = CORNERS SET 1/2" REAR CAP 706 SUBDIVISION' BOUNDARY . 16th AVENUE • • • • • • • • • 0 I tik _ 33 _ 128.87 0 0 0 rn h 25 25 m N 0 S 89 °57`04 0 58.62 ^�1 190:00 e_S DRAINAGE AND UTILITY` EASEMENTS 0 '0 0 0 0 6 0 Q y ,.. UT Y EASEMENT S 0 M • • • • • O I'U Y . 1986 SCALE _7 48' W(R 3 The bearing of NORTH along the centerline of Adams Road is used as the Basis of Bearing as per Vera Crest Subdivision. r C( c C 4.46 135.18 j2 0 -43' 2 ' 160.16 EAST UT '7"Y flSEME'T EAST BLOCK e (R1 ' DRAINAGE EASEMENTS 0 2 . 13 90.00 N 89' ° 50'06" W 560.00 2G5G.40 N 89 ° 55 `58" E LiNPLiA T E.D 0 0 0 t7 cr 0 0 t` N 0 0 • • 0 0 t 1 0 24 th AVENUE N 8S 50' G- W CLAR 0 U1PLATTED 80.00 UTILITY E 180.00 N 89 °57' .0`4 + ' W 80.00 N89°50 ;06W 180.00 N89°50 06 W UTILITY :EASEMENT 180.00 PLAT RTION NE I/4 OF l,/ F S ECT ON c.6 SPOKANE CO N SH Fowl c Brass C ' ASHI 1' • SEMENT �\ UTILITY EASEMENT LI 0 0 10 2 0 • Fou Brass Cap.o 0 ' 49 1 ` 1 m 1 I Ov J. it J (^ • 1NEERS LJ LJ 22nd AVE � KNOW ALL MEN BY THESE PRESENTS, that William G. Wagstaff and Delma F. Wagstaff husband and wife, and Jerry J. Kostelecky and Patricia L. Kostelecky, husband and wife, have caused to be platted into lots, blocks and streets the the land shown hereon as " LEHI 1st ADDITON" and described as follows: That portion of Section 26, Township 25 North, Range 44 E.W.M. in Spokane County Washington described as follows: The South 100.00 feet of the Southeast Quarter of the Northeast Quarter of the Northwest Quarter of Section 26, Township 25 North, Range 44 E.W.M.; EXCEPT County road; TOGETHER WITH the West 560.00 feet of the East 580.00 feet of the Northeast Quarter of the Southeast Quarter of the Northwest Quarter of Section 26, Township 25 North, range 44 E.W.M. EXCEPT that portion of the West 560.00 feet of the East 580.00 feet of said Norheast Quarter of the Southeast Quarter of the Northwest Quarter lying within the South 890.00 feet of the Southeast Quarter of the Northwest Quarter of said Section 26; Situate in the County of Spokane, State of Washington. No more than one dwelling unit shall 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. The public water system, pursuant to the WATER PLAN approved by County and State Health authorities, the local fire district, County Building & Safety Department, and water purveyor, will be installed within this plat, and the subdivider / sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. Subject to specific application approval and issuance of permits by the Health Officer, the use of individual on -site sewage systems may be authorized. Individual driveway access permits shall be required prior to issuance of a building permit for driveway approaches to the County Road system. Each new dwelling unit shall be double plumbed for connection to future area -wide sewerage collection systems. The use of private wells and water systems are prohibited. Drainage easements as platted and shown on Lots 3,4,6,7,9,10,and 13, Block 1 for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public rights -of -way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved street plans. 5' X 10' easements are hereby provided on the lots as shown and shall be used for utility purposes. The plattor does hereby dedicate forever the streets shown hereon for public road purposes. The Owner(s) or Successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of a ULID by petition method pursuant to RCW 36.94 which the petition includes the Owners property and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the Owners property. PROVIDED, this condition shall not prohibit the Owner(s) or Successor(s) from objection to.any assessment(s) on the property as a result of the improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. A 5'easement is hereby provided on Lots 7 and 13, as shown, and shall be used for utility purposes. IN WITNESS WHEREOF, we have hereunto set our hand and affixed our seal this :r'. d. z -`' day of I\710 ,1986. , William C. Wagstaff Jerry J. Kostelecky;' STATE OF WASHINGTON)SS COUNTY OF SPOKANE ) .J DEDICATION ACKNOWLEDGEMENT SURVEYOR'S CERTIFICATE Delma F. Wagstaff Char Prof ( (mot_- . Notary Public in and for the Residing at S L .o,t:.. • �� E >_Sim_pYso i 7 Patricia L. Kostelecky On this % Nu day of j \, ;c.j , 1986, before me personally appeared William C. Wagstaff and Delma F. Wagstaff, husband and wife, and Jerry J. Kostelecky and Patricia L. Kostelecky, husband and wife, who executed the within and foregoing instrument and acknowledged the same to be their free and voluntary act and deed for the uses and purposes herein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. My commission expires �,'it 1( `V9 State of Washington Washington This map correctly represents a survey made islieEbpu , er my direction in conformance with the requirements of the Spo wu`nu Ordinance. \ -'1 CP.E. & L.S. #9967 and Land Surveyor -PL (er :) c LOT BLOCK AREA 1 1 13,583 SQ. FT. 2 1 11,014 SQ. FT. 3 1 22,823 SQ. FT. 4 1 19,520 SQ. FT. 5 1 14,990 SQ. FT. 6 1 12,037 SQ. FT. 7 1 18,499 SQ. FT. 8 1 12,125 SQ. FT. 9 1 18,378 SQ. FT. 10 1 12,011 SQ. FT. 11 1 12,561 SQ. FT. 12 1 12,315 SQ. FT. 13 1 18,900 SQ. FT. 14 1 18,900 SQ. FT. 15 1 32,120 SQ. FT. 16 1 27,000 SQ. FT. Foynd ' Brass Cap w / "+" I hereby certify that the required taxes on the herein platted land have been paid this - r c.. day of 0\r),j'•. , 1986 4. By--T Spokane County Treasurer Examined and CURVE DATA N a , A = 89 °57'04" R = 185.00 T = 184.84 L = 290.44 LOT AREAS COUNTY OFFICIALS ( .,�.d h_q .P1 ,C75lGl...->te B y Sp lCounty Assessor Exar i ded and approved this Spdkane County Engineer Examined and approved his Spokane County Examined and a approved this 23 RDday of Utilities P oved 1 [41_:: A I). 1 (..i SPOK , : GGuh i Y. W4 S1 DFN1TY_') o = 52 °01'12" R = 15.00 T = 7.32 L = 13.62 a 2K..L Director his l day of day of Spokane County Planning Department Director Examined and approved jj th's , i. day of ,1986 Spokane Coun y Health Dis rict Health Officer t, , ExamA d and approved t �" ) ; day of ,1986 Spokane County Commissioners Chairman RPs: I) nail in P.P. N 25 °E z) "x "on W. belt FH S 50 3) nail in 30 "maple SG0°W Deputy MAY 4j r De uty .day of ,af9 / t 22 23 4 27 1986 ,1986 986 - Found Bross Cap w / " +" -- 1992.3 -- - _1993.47- - 5 85 °57'044" E = 50' �r LO N 11) N 55.73 46.48 33.&4 W O 0 0 . 5 O 0 O 0 I)' nail inP.P. N 20 °E 85.88 2) "x " °n E.b °It, FH 5 40°W 45.96 3) nail in`P.P.. N40 ° W 40.03 O O to 84.51 84.50 S 89°57'04"E w 1'0 LID LJ LJ CC c LJ w 1 N ti M -- - - - - -- - - --{ 190.41 O 0 0 M 0 LEGEND 4. 9 0 - 0 to N N 90.00 -- &,4.10 -- N \4 9' 62. 0 134.84 0 WEST 0 c BASIS OF BEARING 159.84 SCALE 1 " =50' ,1986 •= MON. & CORNERS FOUND (AS NOTED) o= CORNERS SET 1/2" REBAR CAP 706 --= SUBDIVISION BOUNDARY UTILITY EASEMENTS 0 UTILITY EASEMENTS WEST DRAINAGE AND UTILITY EASEMENTS 33 N37 °5148"W (R) Q co 0 T - 0 0 F.i i \_r o4P% i 3 16th AVENUE N a -4 0 Q 1 0 O O 0 0 ro S 89 °57'04" E 128.87 135.18 O O 58.62 190.00 a CO 24 th AVENUE The bearing of NORTH along the centerline of Adams Road is used as the Basis of Bearing as per Vera Crest Subdivision. MAY 1986 SCALE I " =50' -- GG4.49 5 89 °57'04" E \ \� / 3g� DRAINAGE AND 644.46 �6 UTILITY EASEMENTS 0 0 0 168'g2 °43 2 0 O O 0 O UTILITY o r O Jh 25 N a7 N Q N 37 ° 58'48 "W( / -- - - - EASEMENTS 160.16 EAST CO Q 23 �DRAINAGE EASEMENTS Y" iN 135.16 EAST o\_ Or-- UTILITY EASEMENTS J1 \ 0 N 89°50106"W T 560.00 BLOCK 2G5G.40 N 89°55'58" E UNPLATTED 1) (D 6 0 0 6 co op to \ r 5' UTILITY EASEMENT 90.00 0 0 O 1- O z O 0 O O O O UNPLATTED 2c)5J. N89 ° 5D ' OCo" W FINAL PLAT RPs I)PK in curb rad. mastic z) tack in Power Pole 3) -tack in Power Pole 180.00 (0 180.00 N 89° 57' 04" W UTILITY EASEMENT u) 180.00 N 89 °50' 06 " W �i 180.00 N 89 °50' 06"W Found Brass Cap w / " +" UTILITY EASEMENT N50 41.11 550 0 E 46.20 5 20 73.30 10 O 0 0 O O 10 O DR AINAGE EASEMENT ' - 4-144 -, I UTILITY EASEMENT 180.00 - -1 -- - N 0 10 10 20 (0 co ro to 1- 0 z ( 61 <9 m 20 _ _ Found Brass Cap with "+" - LEHI 1ST ADDITION 8 S Z 2 0 Q L A PLAT IN A PORTION OF NE 1/4 OF THE NW 1/4, OF SECTION 26, T. 25 N., R.44 E.W.M. SPOKANE COUNTY, WASHINGTON CJ 0 ( \i - 7 e.._ LJ LJ CZ LJ CLARENCE E. SIMPSON ENGINEERS, INC. SPOKANE, WASHINGTON 22nd AVE. William Jerry . Wagstaff . Kostelecky STATE OF WASHINGTON) SS COUNTY OF SPOKANE ) My commission expires dedicate forever the Range 44 E.W.M. streets shown ACKNOWLEDGEMENT he reon for have hereunto set our hand and affixed our seal this ,1986. Delma F;. _Wagstaff public Patricia L Kostelecky a On this day of 1986, before me personally appeared William C. Wagstaff and Delma F. Wagstaff, husband and wife, and Jerry J. Kostelecky and Patricia L. Kostelecky, husband and wife, who executed the within and foregoing instrument and acknowledged the same to be their free 'and voluntary act and deed for the uses and purposes herein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Notary. Public in and for the State of Washington Washington Residing at SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. Charles E. Simpson P.E. & L.S. #9967 Professional Engineer and Land Surveyor CURVE o = 89°57'04" R = 185.00 T = 184.84 L = 290.44 Spokane County Treasurer Spokane County Assessor Spokane County Engineer Examined and approved this Examined and approved this Spokane County Commissioners DATA LOT AREAS A 52°01'12" R = 15.00 T = 7.32 L = 13.62 LOT BLOCK AREA 1 1 13,583 SQ. FT. 2 1 11,014 SQ. FT. 3 1 22,823 SQ. FT. 4 1 19,520 SQ. FT. 5 1 14,990 SQ. FT. 6 1 12,037 SQ. FT. 7 1 18,499 SQ. FT. 8 1 12,125 SQ. FT. 9 1 18,378 SQ. FT. 10 1 12,011 SQ. FT. 11 1 12,561 SQ. FT. 12 1 12,315 SQ. FT. 13 1 18,900 SQ. FT. 14 1 18,900 SQ. FT. 15 1 32,120 SQ. FT. 16 1 27,000 SQ. FT. COUNTY OFFICIALS land have been paid this day of day o Spokane County Planning Department Director day of Spokane County Health District Health Officer Examined and approved this day Y Chairman 22 27 26 Q Cr W 0 W w og W Z w Examined and approved this day of Spokane County Utilities Director Examined and approved this day of W ' N 23 Found Brass Cap w / " +" RPs: I) nail in PP N 20 °E 85.88 z) "x "on E.6D11; FH 5 40°W 45.96 3) nail in P.P. N40'W 40.03 Found Brass CaP I hereby certify that the required taxes on the herein platted ,1986 By Deputy Examined and approved this day of ,1986 By Deputy - ,1986 ,1986 , 1986; ,1986 ,1986 1992:3 -- RPs: i )rA.I1irPP N25 °E 55.73 46 2) "x' W . b.ItFH S 50 E' .48 3) na ; n 30 " map l e SGdW 39.84 -- 1993.47 -- 389 °57'04 "E 1 SCALE: i "= 50' 6 N W o O 0 . O ° O O Z �I J O O «.5 84.51 84.50 S 89 01 0 O IS') LJ LJ LJ CC LJ N 0 t() 0 M 0 190.41 4.69 -- Geo4.10 -- • • • • • • • • N UTILITY • • • • • • • • • • • • • • 0 0 0 M O 0 0 N N LEGEND 5 . UTILITY EASEMENTS ` ` 159.84 WEST 134.84 WEST r DRAINAGE AND UTILITY EASEMENTS 90.00 SCALE 1"=50' • =' MON. & CORNERS FOUND .(AS NOTED) o = CORNERS SET 1/2" REBAR CAP 706 SUBDIVISION BOUNDARY BASIS OF BEARING \ \• 1 W 6 / �1 ay a N37 °58'48 "W (R c,. a` Q 16th AVENUE EASEMENTS --1 1' 0 0 -'. off ro 4 , - GG4.49 -- '5 89 °57'04" E 0 O 0 0 0 0 128.87 25 N S 89 °57'04" E 644.46 fle O O I 0 25 58.62 190.00 U 3g 0 0 MAY 1986 SCALE 24 th AVENUE 0 0 The bearing of NORTH along the centerline of Adams Road is used as the Basis of Bearing as per Vera Crest Subdivision. DRAINAGE AND . UTILITY EASEMENTS Dt N ' 1 UTILITY EASEMENTS 160.16 N 37 °5R'48 " W'R) 23 ,-„DRAINAGE EASEMENTS � ' 135.16 I - - UTILITY EASEMENTS tP N 89 °50' 06 "W 1 16 6 135.18 25 EAST EAST 2 2 ' N 89 °55'58" E BLOCK (CO 560.00 2654.40 UNPLATTED 6 0 0 0 0 O 0 ao O Cr M Cr • ' °n" Z ti: o 0 Sri 0 \.� �0 o Q 0 0 .1 \ 5 UTILITY EASEMENT _ 90.00_ : UNPLATTED 2G59.54 N 8S° 50`0" W 180.00 180.00 N 89 °57'04" W UTILITY EASEMENT - 180.00 N 89 °50 06 W UTILITY ;'EASEMENT 180.00 N89 °50' W Found Brass Cap w /" UTILITY EASEMENT 180.00 - - O cni 1 1 101 0 O I 0 Q I Cr CD o I w • o l o o N M O M W h- d 1 .+. U IH K. 1 0 2 w 0 0 0 tri 0 Found Brass Cap with "+" 1 1 1 V) ict 1 I� co I cn I 10, 20 1 FINAL PLAT LEH' 1ST ADDITION 1 ■ PLAT IN A PORTION OF NE 1/4 OF THE 1/4, OF SECTION 26, T. 25 N., R.44 E.W.M. SPOKANE COUNTY, WASHINGTON L'- L J L'J / LJ LJ 22nd AVE. CLARENCE E. SIMPSON ENGINEERS, INC. SPOKANE, WASHINGTON IN WITNESS WHEREOF, we day of DEDICATION KNOW ALL MEN BY THESE PRESENTS, that. William G. Wagstaff and Delma. F. Wagstaff and wife, and Jerry J. Kostelecky and Patricia L. Kostelecky, husband and wife, have caused to be platted into lots, blocks and streets the the land shown hereon as " LEHI 1st ADDITON and described as follows: That portion of Section 26, Township 25 North, County Washington described as follows: in Spokane The South 100.00 feet of the Southeast Quarter of the Northeast Quarter of the Northwest Quarter of Section 26, Township 25 North, Range 44 E.W.M.; EXCEPT County road; TOGETHER WITH the West 560.00 feet of the East 580.00 feet of the Northeast Quarter of the Southeast Quarter of the Northwest Quarter of Section 26, Township 25 North, range 44 E.W.M. EXCEPT that portion of the West 560.00 feet of the East 580.00 feet of said Norheast Quarter of the Southeast Quarter of the Northwest Quarter lying within the South 890.00 feet of the Southeast Quarter of the Northwest Quarter of said Section 26; Situate in the County of Spokane, State of Washington No more than one dwelling unit shall 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. The public water system, pursuant to the WATER PLAN approved by County and State Health authorities, the local fire district, County Building & Safety Department, and water purveyor, will be installed within this plat, and the subdivider / sponsor will provide for individual' domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. Subject to specific application approval and issuance of permits by the Health Officer, the use of individual on -site sewage systems may be authorized. Individual driveway access permits shall be required prior to issuance of building permit for driveway approaches to the County Road system. Each new dwelling unit shall be double plumbed for connection to future area -wide sewerage collection systems. The use of private wells and water systems are prohibited. Drainage easements as platted and shown on Lots 3,4,6,7,9, and 10, Block 1 for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public rights -of- way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved street plans. 5' X 10' easements are hereby provided on the lots as shown and shall be used for utility purposes. The plattor does hereby road purposes. The Owners or Successor(s) in Owner( s) cce (s) i interest agree to authorize the County to place their name(s) on a petition for formation p do r the f rmaton of a ULID by petition method pursuant to RCW 36.94 which the petition includes the Owners property and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the Owners property. PROVIDED, this condition shall not prohibit the ,Owner(s) or Successor(s) from objection to any assessment(s) on the property as a result of the improvements called for in conjunction with the formation of a (LID by either petition or resolution method under RCW Chapter 36.94. A 5 "easement is hereby provided on Lots17 and 13 as shown and shall be used for utility purposes. r,7 i ._ NusVtr L T ,` ( ( c " VAet( /1-41,.7"- 5 20/ 46 , S fox . i KNOW ALL MEN BY THESE PRESENTS, that William G. Wagstaff and Delma F.:Wagstaff husband and wife, have caused to be platted into lots, blocks and s the the land shown hereon as " LEHI 1st ADDITON" and described as follows: That portion of Section 26, Township 25 North, Range 44 E.W.M. in Spokane County Washington described as follows: The South 100.00 feet of the Southeast Quarter of the Northeast Quarter of the Northwest Quarter of Section 26, Township 25 North, Range 44 E.W.M.; EXCEPT County road; TOGETHER WITH the West 560.00 feet of the East 580.00 feet of the Northeast Quarter of the Southeast Quarter of the Northwest Quarter of Section 26, Township 25 North, range 44 E.W.M. EXCEPT that portion of the West 560.00 feet of the East 580.00 feet of said Norheast Quarter of the Southeast Quarter of the Northwest Quarter lying within the South 890.00 feet of the Southeast Quarter of the Northwest Quarter of said Section 26; Situate in the County of Spokane, State of Washington No more than one dwelling structure shall 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. The public water system, pursuant to the WATER PLAN approved by County and State Health authorities, the local fire district, County Building '& Safety Department, and water purveyor, will be installed within this plat, and the subdivider / sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. Subject to specific application approval and issuance of permits by the Health Officer, the use of individual on -site sewage systems may be authorized. Individual driveway access permits shall be required prior to issuance of a building permit for driveway approaches to the County Road system. Each new dwelling unit shall be double plumbed for connection' to future area-wide sewerage collection systems. The use of private wells and water systems are prohibited. Drainage easements as platted and shown on Lots 3,4,6,7,9, and 10, Block 1 for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the puplic rights -of- way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage swale as indicated by the ;grade of adjacent streets. f oot wide easements are hereby provided on the 1Dts as shown and shall be used for utility purposes. LOT BLOCK AREA 1 1 13 SQ. FT. 2 1 11,014 SQ. FT. 3 1 22,823 SQ. FT. 4 1 19,520 SQ. FT. 5 1 ' 14,990 SQ. FT. 6 1 12,037 SQ. FT. 7 1 18,499 SQ. FT. 8 1 12,125 SQ. FT. 9 1 18,378 SQ. FT. I N WITNESS WHEREOF, we have hereunto set our hand and affixed our seal this 10 1 12,011 SQ. FT. day of ,1986. 11 1 12,561 SQ. FT. 12 1 12,315 SQ. FT. 13 1 18,900 SQ. FT. 14 1 18,900 SQ. FT. William G. Wagstaff Delma F. Wagstaff 15 1 32,120 SQ. FT. 16 1 27,000 SQ. FT. My commission expires Spokane County Engineer Notary Public in and for the State of Washington Residing at Washington Charles E. Simpson P.. ":;.& L.S. #9967 Professional Engineer and Land Surveyor A' 52 °01'12" R = 15.00 T = 7.32 L = 13.62 •il" This map correctly represents a survey made by me or under my direction in COUiM conformance with the requirements of the Spokane County Subdivision Spokane County Health District Health Officer Ordinance I hereby certify that the required taxes on the herein platted land have been paid this day of ,1986 day :of ,1986 Spokane County Utilities Director Examined and approved this day of ,1986 ,cfp a SURVEYOR , J Spokane County Planning Department Director 6 Examined approved this day of ,1986 'MAR ��%• . 98 ed and appr ed t i y , 190.41 128.87 135.18 STATE OF WASHINGTON)SS By COUNTY OF SPOKANE ) Spokane County Treasurer Deputy • day of 1986 c cc of , 1986, before me personall appeared Examined and approved this ay , LEGEND �� On this day William G. Wagstaff and Delma F. Wagstaff, husband and wife, who executed the within and foregoing instrument and'acknowledged` the same to be their free and SCALE' 1 " =50' By uses and purposes herein mentioned Spokane County. Assessor De voluntary act and deed for the use p p e • =MON. & CORNERS FOUND (AS NOTED) o Examined and approved this da of ,1986 CORNERS SET 1/2 REBAR CAP 706 my IN WITNESS WHEREOF, I have hereunto set m hand and affixed my official seal PP y =SUBDIVISION BOUNDARY the day and year first above written. N 37 W { Rl EAST 80.00 EXCEPT County road; TOGETHER WITH the West 560.00 feet Quarter of the Southeast Quarter Township 25 North, range 44 E.W.M. S'C A-r tine to - r William G. Wagstaff STATE OF WASHINGTON)SS COUNTY OF SPOKANE ) My commission expires SURVEYOR'S DEDICATION c, KNOW ALL MEN BY THESE PRESETS, that William G. Wagstaff and Delma F. Wagstaff husband and wife, have caused to be platted into lots, blocks and streets the the land shown hereon as`" LEHI 1st ADDITON" and described as follows: That portion of Section 26, Township 25 North, Range 44 E.W.M. in Spokane County Washington described as follows: The South 100.00 feet of the Southeast Quarter of the Northeast Quarter of the Northwest Quarter of Section 26, Township 25 North, Range 44 E.W.M.; EXCEPT that portion of the West 560.00 feet of the East 580.00 feet of said Norheast Quarter of the Southeast Quarter of the Northwest Quarter lying within the South 890.00 feet of the Southeast Quarter of the Northwest Quarter of said Section 26; Situate in the County of Spokane, State of Washington. No more than one dwelling structure shall 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. The public water system, pursuant to the WATER PLAN approved by County and State Health authorities, the local fire district, County Building & Safety Department, and water purveyor, will be installed within this plat, and the subdivider / sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. Subject to specific application approval and issuance of permits by the Health Officer, the use of individual on -site sewage systems may be authorized. Individual driveway access permits shall be required prior to issuance of a building permit for driveway approaches to the County Road system. Each new dwelling unit shall be double plumbed for connection to future area-wide sewerage collection systems. The use of private wells and water systems are prohibited. Drainage easements as platted and shown on Lots 3,4,6,7,9, and 10, Brock 1 for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the puplic rights-of-way. The property owner shall maintain the drainage swale with a permanent live cover of fawn turf, with optional shrubbery and /or- tree, ,wh'c do not obstruct the flow and percolation of storm drainage�,s� ine by the - f oot wide easements are hereby provided on the lots as sho shall be used for utility purposes. IN WITNESS WHEREOF, we have hereunto set our hand day of ,1986. ACKNOWLEDGE On this day of , 1986, before me personally appeared William G. Wagstaff and Delma F. Wagstaff, husband and wife, who executed the within and foregoing instrument and acknowledged the same to be their free and voluntary act and deed for the uses and purposes herein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and the day and year first above written. Notary Public in and for Residing at This map correctly represents a survey made by me or conformance with the requirements of the Spokane Ordinance of the East 580.00 feet of the Northeast of the Northwest Quarter of Section 26, Delma F. Wagstaff ENT CERTIFICATE n and and affixed our seal this affixed my official seal the State of Washington Washington under my direction in County Subdivision Charles E. Simpson P.E.& L.S. #9967 Professional Engineer and Land Surveyor c LP CURVE DATA A = 89 °57'04 " R = 185.00 T = 184.84 L = .290.44 LOT AREAS o = 52 °01'12" R = 15.00 T = 7.32 L = 13.62 LOT BLOCK AREA 1 1 13,583 SQ. FT. 2 1 11,014 SQ. FT. 3 1 22,823 SQ. FT. 4 1 19,520 SQ. FT. 5 1 14,990 SQ. FT. 6 1 12,037 SQ. FT. 7 1 18,499 SQ. FT. 8 1 12,125 SQ. FT. 9 1 18,378 SQ. FT. 10 1 12,011 SQ. FT. 11 1 12,561 SQ. FT. 12 1 12,315 SQ. FT. 13 1 18,900 SQ. FT. 14 1 18,900 SQ. FT. 15 1 32,120 SQ. FT. 16 1 27,000 SQ. FT. COUNTY OFFICIALS I hereby certify that the required taxes on land have been paid this day of Spokane County Engineer Examined and approved this day of Spokane County Utilities Director Examined and approved this day of Spokane County Planning Department Director Examined and approved this day of Spokane County Commissioners Chairman 0 O � By Spokane County Treasurer Deputy Examined and approved this day of By Spokane County Assessor Deputy Examined and approved this day of • • • • • • • • • • • 0 0 tri t` 84.50 S 89°57'04 the herein platted ,1986 ,1986 ,1986 ,1986 ,1986 ,1986 Spokane County Health District Health Officer Examined and approved this day of ,1986 LO LJ LJ cc O Z 190.41 84.51 4.69 5 90.00 159.84 WEST It o � a ° 6 ‘ at co 13.#0,-5(5 0 0 0 0 0 0 ) 128.87 . 0 - S 89 °57'04 "E 25 LEGEND $e S 0 . O 25 58.62 90.00 0 O 0 0 0 SCALE .1 " =50' • =MON. & CORNERS FOUND (AS NOTED) o =CORNERS SET 1/2 REBAR CAP 706 = SUBDIVISION BOUNDARY s' 0 �- ' (c . '1 � p GtZe e e S ifs .1-t�NT to 2 N 37 °59 "W (R1 N 89 ° 50' 06' I'o = 19085 0'3 16 04 6 135.18 2 5 2 '2.0 160.16 EAST 135.16 EAST 90.00 5 X00 0 0 0 0 0 0 Sri CD 0 r) LO d- o i .S� 180.00 80.00 N 89 °57'04" W 180.00 N89°50 06"W 180.00 N89°50'06 W 180.00 0 0 to 0 0 0' FINAL PLAT LEHI lst ADDITION A PLAT IN A PORTION OF 10/ 20 1 1 1 1 1 1 1 I0e 20 1 t- t LL 1 -- tV t' REe Lt , UJ MAR 2 0 798 6 Coin, ine 804g SECTION . 25N R • 44 E . W.M. SP KANE COUNTY WASHINGTON CLARENCE E. SIMPSON ENGINEERS INC. SPOKANE ASHINGTON DATE_ 4.V.)Rtc_ iES vi a(4 FEDERAL /STATE PROJECT NO. PROJECT `TITLE _ LE.� - 1 ` EXISTING CONDITIONS: ROAD WIDTH ROAD SURFACE AVG. DAILY TRAFFIC Design Year PROJECT DESCRIPTION 4 p »C.m/ p c. . r 0/4 Au ,. 4r 24 - F4=w7. _. G'o' bi ��"/ 4 Cuc- DE -5.4c DESCRIPTION OF STANDARD INVOLVED_ 3.Ot_ s..n 1/ s.12_.$A+-1 'QEQvtrZE.t Mt 141 tJtc.f As ,2v AZT UR� Plata 1. ac.b.L.. 4(0 ZA.bwc PROPOSED DESIGN DEVIATION ,a, c?L+.LM (Yb OF i gS ,oQ JUSTIFICATION e. . 4.01- - reef _stvi k_ . _ settler o Gul• a - sad I4rc ' T. 4te c eve. r h re 1 s tio pdlbfP e ,4 4 , e aT .:A. mot. Current 18 ,��' . .�,�Fjr Ca vn ,�i o , 2 T 0 u 64.6 2 Ss.trkt . ”1 og41 e Jh a 7 4 549a/ t /4d4 aix / eyc ee d N Submitted By • REQUEST FOR DESIGN DEVIATION CRP /RID /PLAT /Z.C. No. PROJECT LIMITS PROPOSED IMPROVEMENT: . e.A. Via, ' I r o.' 4k Or _ • $ (-035 PeP 4 fi ra iu df wow/ re?pe rQ ./ra 1/P lt:V 4, 20 7V COUP' 1‘.. Date STAFF RECOMMENDATIONS Approved Approved Not Approved;; I I Approved Not Approved . r H 1s PA4 t (EL , S _ y �_� 44 A/ o _ .: /77, z i.S - - 6144 0_ S 1) , o R 7` . -- ------ - - - - -- -- St FV 1 1--c am 7 Not Approved Approved Not Approved Traffic Engin Of ifA Engineer Date vision Engineer un E gineer Date 4 _ 1. - Date Date / 21 , +20: t:20 } 589 -- :9908= 7 4487 S89 °53 E 'k. , :ti d� m '0 o 10 rz . r r. 4 ry a 2 • 12 -,m �: r II W .\ r2•58'I • ( .,- 349.. 104 99 9 p N87'3912 968• � 4.a. /' 577 54.EIa) g m'$ .6(6) a•i' . �• , • 72 94' o (4 8 27at, >a' .4.' '1. \ • - J t 'y. . 4:. 6875 -1 c �3 252 3' I6 pt $ a 0 ;1 `A`' 2S 32 i ' , 'o'L 15 -- 5 85 °4'i 10 W(R) `-4739 ,•20 z o tJw >( 9 (. - -I0 63'— ■05 01 20TH AVE. 124 96 S89 ° 54'6' '-EARINGS 6' BASED UPON THE OF,'LEMEN AIRPARK ,:75 6•0 1 .2365' So_s t <\ NJ 103 84' II 010 ' I& : i' - ;QJ 8 795 2 93, °' r 'a • 7 MNSAMERICA TITLE INSURANCE CCA.11P ( Ny NORTH 720 ARGONNE ROAD SPOKANE WA. 94206 rhis p(inl is mat 1316 :y 19r !scaGrt. <4 ;4 l96,83 »i f %Si!ity im vai,a(w'ts, $1 arty. thf purpose ai Sisting rt'e ��t ' y r:SSunredS no at dlr,9I 4.qr ; aria AVE. ssSa !;i 3 f ,3. - e 'f.o 1 28 ! I at 'ti .L, 4 ,- 1../ h • . ; y /. a• I B ` Q ' -... / c . A�p0.•k .89e_.`7 /4, Cok 3 , ' e , N89 °544 149.02 /N37 °01'1814 82.85' } 4- 4 N89 °46'W 145.06 ivo� 14 , 3 3 07 KNOW ALL MEN BY THESE PRESENTS, that William G. Wagstaff and Delma F. Wagstaff husband and wife, have caused to be platted into lots, blocks and streets the the land shown hereon as " LEHI 1st ADDITON" and described as follows: That portion of Section 26, Township 25 North, Range 44 E.W.M. in Spokane County Washington described as follows: The South 100.00 feet of the Southeast Quarter of the Northeast Quarter of the Northwest Quarter of Section 26, Township 25 North, Range 44 E.W.M.; EXCEPT County road; TOGETHER WITH the West 560.00 feet of the East 580.00 feet of the Northeast Quarter of the Southeast Quarter of the Northwest Quarter of Section 26, Township 25 North, range 44 E.W.M. EXCEPT that portion of the West 560.00 feet of the East 580.00 feet of said Norheast Quarter of the Southeast Quarter of the Northwest Quarter lying within the South 890.00 feet of the Southeast Quarter of the Northwest Quarter of said Section 26; Situate in the County of Spokane, State of Washington. No more th n one dwelling structure shall 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. public water system, pursuant to the WATER PLAN approved by County and Health authorities, the local fire district, County Building & Safety Depa rtment, and water purveyor, will be installed within this plat, and the subdivider / sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. Subject to specific application approval and issuance of permits by the Health Officer, the use of individual on -site sewage systems may be authorized. Individual driveway access permits shall be required prior to issuance of a building permit for driveway approaches to the County Road system. Each new dwelling unit shall be double plumbed for connection to future area -wide sewerage collection systems. The use of private wells and water systems are prohibited. Drainage easements as platted and shown on Lots 3,4,6,7,9, and 10, Block 1 for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the puplic rights -of -way. The property owner shall maintain the drainage swale with a permanent live,cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage swale as indicated by the grade of adjacent streets. foot wide easements are hereby provided on the lots as shown and 11 be used for :utility purposes, William G. Wagsta STATE OF WASHINGTON)SS COUNTY OF SPOKANE ) My commission expires Residing at DEDICATIO IN WITNESS WHEREOF, we have hereunto set our hand and affixed our seal this day of ,1986. Delma F. Wagstaff ACKNO LEDGE T SURVEYOR'S CEF C,ATE On this day of , 1986, before me personally appeared William G. Wagstaff and Delma F. Wagstaff, husband and wife, who executed the within and foregoing instrument and acknowledged the same to be their free and voluntary act and deed for the uses and purposes herein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Notary Public in and for the Sate of Washington , Washington This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance Charles E. Simpson P.E.& L.S. #9967 Professional Engineer and Land. Surveyor CURVE DATA o = 89 °57'04" R = 185.00 T = 184.84 L = 290.44 LOT AREAS A = 52 °01'12" R = 15.00 T = 7.32 L = 13.62 LOT BLOCK AREA 1 1 13,583 SQ. FT. 2 1 11,014 SQ. FT. 3 1 22,823 SQ. FT. 4 1 19,520 SQ. FT. 5 1 14,990 SQ. FT. 6 1 12,037 SQ. FT. 7 1 18,499 SQ. FT. 8 1 12,125 SQ. FT. 9 1 18,378 SQ. FT. 10 l 12,011 SQ. FT. 11 1 12,561 SQ. FT. 12 1 12,315 SQ. FT. 13 l 18,900 SQ. FT. 14 °l 18,900 SQ. FT. 15 1 32,120 SQ. FT. 16 1 27,000 SQ. FT. COUNTY OFFICIALS Examined and approved this day of Examined and approved this day of Spokane County Engineer Examined and approved this day of Spokane County Utilities Director Spokane County Planning Department Director Examined and approved this day of Spokane County Health District Health Officer Examined and approved this day of Spokane County Commissioners Chairman b W OO O 5 O 0 - 0 84.51 0 0 ti 84.50 S 89°57'04"E C.: I hereby certify that the required taxes on the herein platted land have been paid this day of ,1986 By Spokane County Treasurer Deputy ,1986 By Spokane County Assessor Deputy ,1986 ,1986 Examined and approved this day of ,1986 ,1986 ,1986 4' g 0 Cr co O 190.41 N tn N 90.00 N 4 9.6 2 . S75 ° , L . Z 'Ii 159.84 WEST O 134.84 WEST n ti N N37 ° 58'48"W (R) 0 0 0 O O 0 r) 0 25 LEGEND SCALE 1" =50' e =MON. & CORNERS FOUND (AS NOTED) o =CORNERS SET 1/2" REBAR CAP 706 =SUBDIVISION BOUNDARY SCALE S 89 °57'04 "E O 0 0 O O m N 37 ° 5948 "W (R) II _50' 634.46 135.18 160.16 EAST 135.16 EAST 90.•30 N 89 °50' 06 "W 00 0 0 0 rn ai O 0 0 ti N N- H cr 0 z 180.00 180.00 N 89°57'04"W 180.00 N 89 °50' 06"W 180.00 N 89 °5006 "W FINAL PLAT EHI 1st ADDITION 0 0 Sri 0 0 0 0 to m ti 0 0 10 U) 0 I 0. 20 I[) 13: 0 z U) 2 L -J 0 LU f. IN A PLAT IN A PORTION OF NEI/4 OF THE NW /4, OF SECTION • ., . WASHINGTON SPOKANE COUNTY, iv CLARENCE E. SIMPSON ENGINEERS INC. WASHINGTON