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PE-1451-84 17 Project Name iTh 1“620 -- 7 /h Project File Number f� /457 Sponsor's Name /� � / � / // /9 Engineer /Surveyor's Name i��r� Sd - 7 1 r r Date Submitted 09 -89 4 -x- /7-3 t-89 8 n -g9 q —p 9 -o - 99 (o -02_ ..-fr /t) -4 -Qt/ (0 - < -ti Telephone ft z6 - 4.12 2 — Description /✓ • Initials / c ct c G `lveL n.a-CO 1 /Q-v..L04r1Y 17 e Itn4 Q t0. L Pa„ (fi r ~ J � `crav n V » -'""„' y A e.!40 -;< rJV1OGe, p e « —red (/1/l ; L d tq-3000 7/<, coo v L N or2 — SS --1 4C ,g)cmr4 Q P ceAso `� . r'-Ar N II-AA e ! All ,InaeR or An ..Y'-+-- -/ Rnn t '-- 1 ry 8 ddW PLAT' CHscIc Fee 0 A/mi' /legec✓ d < .S -.4t.a 0 I: Lea, cit., 0 O K 43,4S /S o.— es eige.4ea 5 0K P'-#r L,c,oriontin- br,F OK t S6 "'Armee $ertr or Sefet'vera.: tarp -4tArr 0 L A74" es OK peva lea .4o Gil, or//s O K Alir.4ces'r 4r,4 0 K Ler ties a /tlu waff.rr o l< it /Lo Pep,rtnotagenz sico 3 /.6. / Foor •ST.V /Pr C Pe_ td_ C c6o /� it 0 3 AI P4 ,,..- an r„tNsr �/ A L or AeC.43 Sr-A,. ate le 1314 0t0 5 v2E ge.,_Q t _ &7 .7y-_-, P /)FSc_,e t Pr't o•-I OL I / .Cos, Y' Sr , e. j et ,0e „,E/ /Tt't O ` K AznoKO etc ill e9 C Rio- Cie P SrArF.41E1 S / At Debic R /40 Den fc..4r,ne4.r ED A' Dien Ai AA LANAtlat.e et, le_ F1-0.0 D 1 "Ica 1oen}n14H /US P,ei ,Art Rr.an Dos. <# AY PO lyarp £o s. o VU. - .vn PIA, Ai Oµ)NrR S :12137 DESCt2 l p n o t.4 D e Al o , O 1N n(6 R S t} w ws I f ROAaA Pi-nail /lk,e. B ON D A R6fro Miles `(MEw) o. IL. 7 rn i. AREA � A- c 4c. k.,4 o wt_ED 6 e /ENrs SieAieD By liA.IG week. p�, to-S-89 Test ND. Station and Ref. to C/L to Sub Grade Type of Material and Use 9 • •af « o •'�q ' PASSING #4 SIEVE 1 Pe • 94 REMARKS Opt. Opt. CorrectecL Fielc Test Max. Corr. S 6r Field Test Y. Max. I S.e.. c/a da ncl 9+0o R O O(, A k>< -l/ 13.6 /3.1 9.3 9620 109.9 UI.6 2.73 f104 9A.7 972 > 957,, OK_ Z 7 +.so /L I 13.1 7 -z �` „1_G In3.5' 3 Jt5 Ce.E.� 13., 10•S I I(! -(, /07.7 96.5 y 34-2s 1....t 134 A.7 i 1114 /n9.3 9 S )i 2 Rt V '1 1),I 9.1 ✓ v 111.6 Ir0.5 99.0 DAILY COMPACTION TEST REPORT Project Engineer .Simpso■ Ero( Contractor In /an /95,0,4A /b" {� Project Name REMARKS: SPOKANE COUNTY ENGINEERS Cont. No. A6 /.SC Date 9/ai /90 Page No. j of / INSPECTOR 1 late S/a3/90 Inspector 5- krn.,& Weather a.m. Time Charged Contractor this Day - 1 /2 or 1 Other County Personnel 5I,n Ile hind dull— A Lh 5t • 9) Fill en czny taxes i n exist: rani( n4 .39 A „P Signing checked ■A/;kL S ,vJ L,S REPORT OFFICE OF THE SPOKANE COUNTY ENGINEER Si '-3o- #- .4 r.u✓l,_ am P m- 1 2 3 4 5 6 p.m. INSPECTOR'S SIGNATURE /0/ Project Name 87,0.r 7 Ade/. Project No. CRP /RID F AB rill Report No. Contractor and/or Sub(s) jewel Frrn,.. Ihruitie}spL- W:ak4 rd.. Equipment List Hrs. Used Standby Number Contractor Personnel Classification 1 2 3 4 5 6 Diary Section .s� Tn,14-711 G ;.,yr, rile 71 rots p i' S,wnil.rh,nu r/ri„L 41 1 379 .8'L.. r.,rrl■ rlrn; - e at S+-7 /jt95 ,,, -5 - a IN -S It ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. Sta. U.L. Dens. Jffset Read- inns Avg. 7.orr.Ga %---- Std. %— Sta. --3 40 to - Sta. /1tt6O Depth "orr.UL Rice Control ACP )/ Lot No. I Tons 3001 9tZ8 C. /91.5 /42. /4z,1 7Z.2. ATB Thick z-" Z" Class C E B F G Lane: or t ; Ed , NB, SB Other /0 tS7 5' 14/3 /4c -1 92, Z 52,Z Z„ 141 8 II t55 1 2.0 /4 Z Leveling Std.Density Rollers Passes Temp: Mat Remarks Wearing I/ z° 142,3 Rice Density 154.2. /2. -1 II 141st III, X41.9 92.0 ppm i S ?' I 131 13 14z5 142$ 92,6 110' Air SO Z" 143.) Sum Air Sum Avg. /41.Z 92.4 Gauge Correction Factor 0 Sta. U.L. Dens. Jffset Read- ings Avg. Corr.Ga % Std. % Rice Sta. to Sta. Depth "orr.UL Control ACP Lot No. Tons ATB Thick Class B, C, E, F, G Lane: Lt. or Rt.; EB, WB, NB, SB Other Leveling Std.Density Rollers Passes Temp: Mat Remarks Wearing Density Rice Air Sum Avg. _ Gauge Correction Factor Sta. U.L. Dens. Jffset Read- inns Avg. Corr.Ga % Std. % Rice Sta. to Sta. Depth orr.UL Control ACP Lot No. Tons ATB Thick Class B, C, E, F, G Lane: Lt. or Rt.; EB, WB, NB, SB Other Leveling Std.Density Rollers Passes Temp: Mat Remarks Wearing Density Rice Air Sum Avg. Gauge Correction Factor nspector Comments: ACP -1 ASPHALT CONCRETE PAVEMENT COMPACTION CONTROL REPORT Date Contract No. (- -044 SR No. Gauge No-. 6ProjectaEngi•- e.r_ -1 Section 4 AVO, and Sande - land St. 0246 Street Inspector Contractor Ale. over 7z70 o.K. INSPECTOR'S SIGNATURE,)/62g/ SgGAk Test No. Station and Ref. to C/L • . to Sub Grade Type of Material and Use 'I 1'4 W*z' Field Test • oni4N PASSING #4 SIEVE I.' PO , Ira REMARKS Opt. Opt. Correctec Max. Corr. Sp 6 r Ct!. Ne. Field Test Max. I I00'E e1 SKndWlar ova 396L ,¢K a t9 C.STL IL 6M 6 '18 1Z3 -9 138,0 2 -69 131 -3 95 i >5'51 Ok — 2S' E of 1 -14.4 net 39 .4,, -4- 6- 3.9 V.'S T . . /35.0 133.9 97 -o 3 'Orin £€1.4 awl 6.y `1 - 1 39 .0 13t3 9.5.9 `! II rSn Sa.Jirlavo 6 - 3-H /3A.o 132.5 96.0 5 I3 5.4w/rrias 6 -y H -8 132,0 131.7 9514 C. HOT S,...J#rlaw V 6 -9 5-1 130.0 131. I 95-6 DAILY COMPACTION TEST REPORT Project Engineer /// E / `cy. Contractor Z„ /mow/ A - c Project Name %! "nn.�r.� 4 1 7 l� / REMARKS: SPOKANE COUNTY ENGINEERS Cont. No. E,4SOt f 4.51/45/90 4.51/45/90 Date .S��w Page No. of ! INSPECTOR q SPOKANE COUNTY CONCRETE CYLINDER TEST DATE 5 - 04 /I) DATE OF POUR 4 - 24 /b TYPE OF CONCRETE ( Icy R PROJEC T 7 - c I CONTRACT NO.: PERMIT NO • CAI,- 344 SLUMP: I „ PLACEMENT: Pin-1 ms 7fr CONTRACTOR (AL-nkK'( CEMENT BRAND: 11) Cylinder No. Lab No. Date of test Cylinder age Height in. Diameter in. Cross Section sq.in. Wieght Cylinder lbs. Wieght, lbs. per cu.ft. Maximum Load lbs. Compressive Strength psi Fracture REMARKS: P.C.C. -1 AIR YIELD: CF SUPPLIER antic; I Pre - r1∎X CEMENT TYPE- I' INSPECTOR•fhr;rn Bacar AIR ENT. AGENT. z. I 35 39 40 5 -zz - 90 5 -zz -90 z8 Z 8 I 7" IZ" 12'' r), 0150 t;.0Z2o 6.o110 28.42. z 8, 48 2& 38 z9.0 as.8 zg, s /46.9' 145.0 46. 1l-g 1,56,000 52_10 , 7n q SPOKANE COUNTY CONCRETE CYLINDER TEST DATE 5 - 04 /I) DATE OF POUR 4 - 24 /b TYPE OF CONCRETE ( Icy R PROJEC T 7 - c I CONTRACT NO.: PERMIT NO • CAI,- 344 SLUMP: I „ PLACEMENT: Pin-1 ms 7fr CONTRACTOR (AL-nkK'( CEMENT BRAND: 11) Cylinder No. Lab No. Date of test Cylinder age Height in. Diameter in. Cross Section sq.in. Wieght Cylinder lbs. Wieght, lbs. per cu.ft. Maximum Load lbs. Compressive Strength psi Fracture REMARKS: P.C.C. -1 AIR YIELD: CF SUPPLIER antic; I Pre - r1∎X CEMENT TYPE- I' INSPECTOR•fhr;rn Bacar AIR ENT. AGENT. Test No. Station and Ref. to C/L Ref. to Sub Grade Type of Material and Use MOISTURE PERCENT Percent Passing #4 Sieve DRY DENSITY PCF REMARKS Curve Opt. Corre Opt. Field Reading Curve Max. Calculated Max. Sp . Gr. Field Density Avg, % Comp. 3 TA- 10 +9C/.'O 0 6 Sack/ d/ GG 17. 1 q IJ 9.3 9 1 96 1/�2 /l5 2.�b /3 ,9 9 � Crealcr 16 9 Wider Cc/4 1 /1.1 2 3 M- II +75 ^-0 0& barkt /l ly. 3 13.5 9 .y g 6 36 113 l is 2.66 113.9 g 9 > 9' S ()Aida Lt Cork 113.7 3 ST 13 too � ,81.4611 ,81.4611 /2.5 10.5 f0,1 9(' 11 /5- 2,�( 111.6 g8 9-5-X__. ✓der 1$ Cud: 113 -2 DAILY COM. ..:TION TEST REPORT Project Engineer Gauge No REMARKS: Contractor_Thio/1 d A'S ,pr1Ca Project Na 0 SC -1A Torn E yoke M 323 SPOKANE COUNTY ENGINEERS Cont. No E4- B 0 44 Date 4 / Page No / of I NSPECTOR.4J A CONTRACTOR Test No. Station aid Ref. to C/L Re f Sub Grade Type of Material and Use ISIURE PERCENT PERCENT PASSING #4 SIEVE DRY DENSTTY PCF REMARKS Opt. Opt. Correctec Fiel Test Max. Corr. 3,16r Std. Field Test % Max. -kle.• SM.4.1+4 Dr drys Rls:d. Lath "G O . 6. Bnck411 Pi- 13.& 99 9'170 1/3 - j15.9 Z -66 //1. 99 -'1 > 9n OR an n Rf sit/. .l I i -G 9.0 �i v. r Ill - 1 1 1 Y. l 99 O 3 v�. In jed g i t" s g , q t,c.:� 13 6 13_h 8.8 6,3 11s'! 11514 M.& 115 -0 59.5 „99. ,� '$.,,,J Pipit, ii- 5 ;,1nr.c 7, II .•/ • ___j 39` Au +7S / sv /a Co to V NJ t3 -4, -3 IIS.Y V 115.0 99.7 V .f? DAILY COMPACTION TEST REPORT Project Engineer Sy' T50� E r Contractor r ..,. I t^f,., s� - Project Na �e�pn.,. /�,rns� 7� REMARKS: SPOKANE COUNTY ENGINEERS Cont. No. C -IT -r7Z.7 Date •/Z] /90 Page No. of I Na c04+-ac- era 74t INSPECTOR ,� %' MEMORANDUM PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N . 721 JEFFERSON STREET PHONE 456 -2205 SPOKANE. WASHINGTON 99260 TO: Spokane County County Engineer Spokane County Utilities Spokane County Health District Spokane County Department of Building & Safety Fire Protection District No. 1 Spokane Suburban Water District FROM Thomas G. Mosher, AICP, Senior Planner DATE: April 25, 1990 SUBJECT: Extension of Time for PE- 1451 -84, Ponderosa 7th Addition and Review of Final Plat for PE- 1451 -84, Ponderosa 8th Addition The Spokane County Planning Department has received the attached request for an Extension of Time to finalize the plat of Ponderosa 7th Addition, PE- 1451 -84, as well as the attached final plat of Ponderosa 8th Addition, PE- 1451 -84. Since Ponderosa 8th Addition is a finalization of the remainder of the Ponderosa 7th Addition which is being considered for a time extension, you may use this opportunity to update any of the conditions. If you have comments on the proposed extension or believe additional conditions should be made a part of the preliminary plat approval and/or if you have comments on the proposed final plat, please forward comments to Thomas G. Mosher, by May 11, 1990. Thank you. mo c: Howard C. Lemley, E. 9611 Sprague Ave., Spokane, WA 99206 Phillips Development, Inc., E. 9715 - 44th, Spokane, WA 99206 Michael Phillips, Simpson Engineering, N. 909 Argonne Rd., Spokane, WA 99212 Enclosure CLARENCE E. SIMPSON C earce rwe, • 6 . C) L n i n at v U ncid CIVIL ENGINEERS AND LAND SURVEYORS Registered in Washington and Idaho TELEPHONE 926 -1322 OFFICE N. 909 ARGONNE RD., SPOKANE, WASH. 99212 Spokane County Engineers N. 811 Jefferson Spokane, WA 99201 Attatched is a revised copy of the above plat as per your comments. If you have any questions or comments please call. Sincerely, RICHARD L. SIMPSON CHARLES E. SIMPSON MAY 9, 19 Steve Davenport ju: RE: pont OERoSA 72 ADD177OA RECIIVIg MAY 8 19129 twati flippestim 160 150 140 130 120 110 100 90 / STA: RorkRa a / CO 1179. li 4R /z 4.4 119.4 3 METH N plo - BLOWS PERLAYER7.5 COMPACTION SAMPLE NO. 3 NO.LAYERS 4 WGT OF WET SOIL P TAMPER WT. 37slh WGT. OF MOLD DROP HT. -;,n WGT. OF WET SOIL 3c MOLD DIA. WET UNIT WEIGHTS e VOLUME OF SAMPLE MOISTURE SAMPLE NO. WGT. OF viET SOIL E. DISH 453, 6gr /IL WGT OF DRY SOIL E. DISH WGT. OF WATER WGT. OF DISH WGT.OFORY SOIL AVE. MOISTURE CONTENT MOISTURE CONTENT MAX. SIZE RETAINED #4 5.O � MECHANI AL ANALYSIS / y .t7 � 12s. 125. 12.9 , 16,2 _ Z Z 3 17 112, 3 (32 1ochS 1 /4.3 15 DRY UNIT WEIGHT 112, 11 32 109,.5 SAMPLE GRAVEL SANG FINES ° o PASSING #4 95.0 AT'f. LIMITS LL PL PI SOIL CLASSIFY ATION: / one SI c 1tk Silt [Y1 trn /tfzQo ofckci OPT. MO URE CONTEN MAX I. Drr DENSITY DATE 3 -9 T STDv f ATE r0 MO. /5.0 CHE 0 LOCA ION '— �, (O rn� } / 1 \ REMARKS: S.G. N con toI 3 /4 11 LZ II • LS CONTRACT: c.-17 -0z7 COMPACTION TEST DATA 5 10 15 20 25 30 MOISTURE CONTENT - %OF DRY WEIGHT 35 40 45 50 Project: f ouecase 7 Material: 5u I�rade_. 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 A. WGT OF DRY MAT B. WGT OF PYE + H 0 2 SP-1 A +B= C. WGT OF PYE + H 0 + MAT f gz, S 2 Date: 3-I3-90 Contract: e t I - 9G ASPHALT CONCRETE PAVEMENT CORES DETERMINATION OF % AIR VOIDS W.S.T.D. TEST METHOD NO. 706A (METHOD C) W.S.T.D. TEST METHOD 705A (68 ° ) 565,7 1472, 2 71937.9 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 WGT /CU FT. = BULK SP GR X 62.2= I WGT /CU FT. = BULK SP GR X 62.2= A. WGT OF DRY MAT B. WGT OF PYE + H 0 2 A +B= C. WGT OF PYE + H 0 + MAT 2 A +B -C 2iz.4 A +B -C RICE SP GR = A = ! 226 RICE SP GR = A = RICE SP GR X A 2�MkX wCt)CU"FT /4c I RICE SP GR X 62.2-MAX WGT /CU FT % AIR VOIDS =100X1 -BULK SP GR= % AIR VOIDS = 100X1 -BULK SP GR= RICE SP CR RICE SP GR TRANSAMERICA li I TITLE INSURANCE Clarence E. Simpson N. 909 Argonne Rd. Attn: Mike re: Cert. to Plat, cc: Spokane County cc: Spokane County 'Engineering -I Ponderosa 7th Planning Engineering Addn The following matters affect the property covered by this order: pds Form No. W -AK -735 Rev. 17 -73 Transamerica Title Insurance Company IP�, 0o7 e0% 4 is 4 YOUR LOAN NO N 4/ MORTGAGOR ' PURCHASER OUR ORDER NO SUPPLEMENTAL TITLE REPORT ❑ Deed dated and recorded as file No ❑ Contract dated and recorded - as file No ❑ Mortgage dated and recorded as file No ❑ Deed of Trust dated and recorded as file No 0 GD- 128532M (3rd report) ❑ Paragraph Is) No of our preliminary commitment is eliminated. ❑ The policy is being issued in accordance with your instructions. ❑ Our inspection of the premises on discloses- x General taxes, as follows, together with interest, penalty, and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No. Year Amount Billed Amount Paid Principal Balance 32545 -9091 1st suppl - (3rd rpt) Dated as of 1989 $591.41 $295.71 NOTE: Future Tax Account No(s).: 45325.9091 NOTE: 1989 assessed valuation: Land $33,000.00 By $295.70 ❑ Except as to the matters reported hereinabove, the title to the properly covered by this order has NOT been reexamined. ❑CThere has been no change in the title to the property covered by this order since 3/29/ EXCEPT the matters noted hereinabove. (dole of last report) 9/22/89 at 8:00 A.M. TRANSAMERICA TITLE INSURANCE CO. Gil. Doddridge ��� pds Form No. W -AK •735 Rev. 13 -73 TRANSA,M ERICA Transamerica TITLE INSURANCE Title Insurance Company r Clarence E. Simpson Engineering , N. 909 Argonne Rd. Attn: Mike re: Cert. to Plat, Ponderosa 7th Addn L cc: Spokane County Planning cc: Spokane County Engineering The following matters affect the property covered by this order: YOUR LOAN NO MORTGAGOR PURCHASER OUR ORDER NO SUPPLEMENTAL TITLE REPORT ❑ Deed dated and recorded as file No ❑ Contract dated and recorded as file No ❑ Mortgage dated and recorded as file No ❑ Deed of Trust doted and recorded as file No ❑ Paragraph Is) No of our preliminary commitment is eliminated. ❑ The policy is being issued in accordance with your instructions. ❑ Our inspection of the premises on discloses• General taxes, as follows, together with interest, penalty, and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No. Year Amount Billed Amount Paid Principal Balance 32545 -9091 1989 $591.41 $295.71 $295.70, NOTE: Future Tax Account No(s).: 45325.9091 NOTE: 1989 assessed valuation: Land $33,000.00 ❑ Except as to the matters reported hereinabove, the title to the property covered by this order has NOT been reexamined. ❑CThere has been no change in the title to the property covered by this order since 1/79./R9 EXCEPT the matters noted hereinabove. - (dole of reporl) 1st Dated as f ppl. (3rd rpt) 9/22/89 a 8:00 A.M. TRANSAMERICA TITLE INSURANCE CO. By GD- 128532M (3rd report) Gil Doddridge TRANSAMERICA TITLE INSURANCE Clarence E. Simpson N. 909 Argonne Rd. Attn: Mike re: Cert. to Plat, cc: Spokane County cc:. Spokane County The following matters affect the property covered by this order: 1st suppl rpt) Dated as of pds Form No. W.AK•735 Rev. 1773 Engineering 1 Ponderosa 7th Addn Planning Engineering NOTE: Future Tax Account No(s).: 45325.9091 Transamerica Tide Insurance Company YOUR LOAN NO MORTGAGOR PURCHASER OUR ORDER NO SUPPLEMENTAL TITLE REPORT GD- 128532M (3rd report) ❑ Deed dated and recorded as file No ❑ Contract dated and recorded as file No ❑ Mortgage dated and recorded as file No ❑ Deed of Trust dated and recorded as file No 0 ❑ Paragraph(s) No of our preliminary commitment's eliminated. ❑ The policy is being issued in accordance with your instructions. ❑ Our inspection of the premises on discloses• x General taxes, as follows, together with interest, penalty, and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No. Year Amount Billed Amount Paid Principal Balance 32545 -9091 1989 $591.41 $295.71 $295.70 NOTE: 1989 assessed valuation: Land $33,000.00 ❑ Except as to the matters reported hereinabove, the title to the property covered by this order has NOT been reexamined. ❑cThere has been no change in the title to the property covered by this order since 'L79/R9 EXCEPT the matters noted hereinabove. (dote of lost report) 9/22/89 at 8:00 A.M. TRANSAMERICA TITLE INSURANCE CO. Gil Doddridge By ' 1 p 1 1 1 li fn „ ,. \tf0\t� ■ ■ I f : f••nnnnNnnnnnnnn MINM A MO \n•nff .. t■11 /nt ■nntt � 11nn1111 t� : OR 0.35' ACP + 0.45' ACE q gp n 62 A \f/naf>�illftn0•nn /anal ' n•n•t /n� /iWaf MOIMIE l6nnq •31=011311= " =II MMttttNMI NNW 11••tn••••••n gnnnnnnl/65511•nq A\tnua\gnntllmnntnn/tl annntnt/n•n tpalgW/NLORn IM • _ nattt8 •intn•••Wtn•nn a.;EnnDGlnnnnq \ n t /Wllttnnu •••• IMMq=t8�7� 889 IM fnfa f•Wtinnn:nt•t•/nnnfO f•n••nf - 0fnant•••u710•\n•••n /tn / nW•Wa 0.25' ACP + 0.50' CTB. g fafnf••t•t01tfi.f•nn .Inniiii•n•W OR 0.25 ACP +0.35' ACB • o• in0\ta /•t•Onnnnf•'.Inttifnfnfnn Mlnnn/C.^ NM 51 . ■II•n•n••n••n •In An/In7 • ••n MN fWiliintnWfr•••==n. .flgfn.aasw4va WI ounuu•nnt• /fns:Eturnuuuu •ltwtn•�•EA =•ns�ananP/tb.a MI infii' 0f01 •tti! t a l l*O'n I 1a11•nn U •••• lufl n n •Wn•fafnIlnt00•n f•fn•:n nfnW - •W n 11 MMMMM aOm 17nS HIMSO011 =1151 q MOM Mt :1♦fn //Ynn//n -- nR•�Iii� t 0.35' ACP • 0.50' CTB, OR 0.35' ACP • 0.35' AC8 0.15' ACP 1•=1•111 nnnnn •nfaaanaanalinentaaafaf n•nW- •ttn•••ONnnngnnnn -- •nUOl un•i•Cnana•i:•\n�t1'• i'.I�nt I n •an1:=1 1 511q1n 0111 ns/6EAq nn nnnvn n� iSOQOf uN sD• 111110=111=0001 nnnn . MENIE n/•s v4 n O -.pn. =SW RR8I . NOYO• 111nnunhnnns a I w n annq•gn np q n nann •0iian.nn\if s =•0 a•nnnnnnnna►annnn8IMISM.tIMW= O ni. nnnl1• 11 11p�••••ai f• qn•• fl It•• 9fpf i n••••• •Wnnnnnn /n.nn•BEINEEMnpnl•nnnnn nnn a SNO111 W Iu 1111 Vvunni•• WECE lannnl• � nnnq n n•••••i C0•• nannan NM= nnE•n q • •••••••11•1180 •••••••11•1180 t f\i01 ' .1nu;=1111 nn O WSZNI=M11 /W gnnngnWnn un nnn• . •• f D n•1 ; •1.1•n1n unnnn...- .80f8nntagnl•nnnn nnggn mn••n n a ■ I flnit•al0.V n /flg16151 ••fl fn nn.na• ia i ■ n 1 1/ iO6 1111 0 =1 =S p 11n 11 � n nn � n Wtffff/Wnin/ f81 W{!•••f•Ofenn /�i98ri11n•Egnq WnOn/fa•u un n • p a�i•••E(/A d a • • t EO 11 •on 0 n10n na CEN111• n=1•tuW1 ngn5nq -nom 111 a an•n n atf•a• / / 111�a itl uInnu � nl nn n na / mnllnann unan lnnnn.fnnni nn g- ----.n n Wnnftt•ni••fn•Wn•ntnn• tepnngl lnngnqnl gnIIIMnnnnnnn n••ffnfnt•t /n• /aaaiaa•n 181•a•to•a%/nnnni' MINNOW nn YSpngna_nhfl E 3.0 2.9 2.8 2.7 2.6 2.5 2.4 2.3 ••�i I .•Ennlannnl 2.2 2.1 2 . . 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.1 1.0 0.9 0.8 0. 0.6 0.5 0.4 0.3 0.2 0.1 0 STRUCTURAL DESIGN CHART FOR FLEXIBLE PAVEMENTS STABIIOMETER R V 1 E 10 20 30 , 40 50 60 70 80 90 sal iro rr • EXAMPLE: Oiv•n on R vole. of 25 and a traffic Ind.. of 6.0. cover thickn.s. requirements can in determined os follows: i n .9uival.nt gravel depth of 1.65' ( round to 1.7 ) at point A. L 1 • A modified surfacing depth of 1.05 bet at point I for pavement � 1 )S of 0.35foot ACP • 0.50 foot (TB. or 0.35 loot ACP + 0.35 loot ACA. e T e II A modified surfacing depth of 1.43 fool ( round to 1.45) for _j'. b pov•m•nl of 0.35 foot ACP. Figure 326 -2a 326 -5 0. I.. B C, 1.5 2.0 2.5 3.0 MODIFIED SURFACING DEPTH (FEET) Mil SEPTEMBER 1977 COARSE AGGREGATE FINES FROM COARSE AGGREGATE -__ __. _ PASSING TOTAL SCREEN PERCENT SPECIFIC REQUIREMENTS SIEVE PASSING _ - S/S is cellaneous Field Dist. Lab. Field ' %Pass - -- Dist. Lab. %Pa Pass - ^. T IP a ' Fracture Fine : No. 4 F t Fracture - SP - '- No. 10 - i I ' gm Sand Equivalent: Grams /Ltis.i Retp ed by Lab: - Sieving : ' - ❑ wet ❑ Dry ❑ wet ■ Dry COARSE AGGREGATE FINES FROM COARSE AGGREGATE PASSING SCREEN RETAINED SCREEN FRACTIONS PASSING TOTAL SCREEN PERCENT SPECIFIC REQUIREMENTS SIEVE PASSING POUNDS PERCENT TEST R R Mani - 1 /a' Sq. I No. 4 I No. 10 No. 20 No.40 � -/_1 I No. BO AdIMIMIna I No. 200 -_S � Liquid Limit -I I Plasticity Incite TOTAL , - FRACTURE: Coarse I % - I S Sand Equivalen Fracture: Fine Wear in Los Angeles Test Stabilometer Resistance \ :: i1i1R_Z7i'r✓JI��' % Bulk sar gravity (SSD) Degradation Factor ,_ Drainage Characteristics 0 y a ^ _T atV 4ant /s Re ks: MA; se DDT FORM 350 -056 REVISED . /a0 AGGREGATE FOR Mtls File !"— Phys. Testing Chem. Lab Project Eng Dist. Mtls Eng. 092503 / -- - Az. /ys i 1 ,INGTON STATE DEPARTMENT OF TRANSPORT- ON b•fTo: MATERIALS LABORATORY - Dist. Lab. No.: (O / • I No.: Contract No Hdqtrs. Lab. No • � 6 , 9/ Material: - 4 /./ - SI. / C u O O iB CJ . /17 �/�0 7 Brand: - . ID No.: - - - Section: Control Sample No.: — Field Test No.: F.A. No.:— t Certificate No : — •Truck /Car No.: C.S. No.:_ -- Quartt. Represented: — Produced to Date' County: 4-,,,,,_e_ C rq p Aggregates: Washed '-" Scalped`' -- Contractor: "nicer:: Stockpile No:[" — -` PitNo:: - " /i.UG�A.S Subcontractor: - _ Used at: Sta- '." — '' // to Staff -. _ - Place: — Date: — st Sampled/Teed by: /j% ,L�, __ ° _ ' / 7 - Organization Code: - 4/‘ 7o, / Sampled at: - r .S,. P.t la -,.erg Forwarded by: SAn, -<. (,, Date: Sampled "/ A,/ 2 Tested - SPS No.: • Mix Design Desired: Field: Acceptance " .Rejection -" Other ' = - -- __.. B d orrfIN,Test No.: Field Test Results;Report all screens used:- �_ - . Asphalt in Mix: Design" Plan :rf White Copy with Sample / Yellow CoPY for Prot. Files - --'ill Gen. File OC Dist. Admin LABOR CODES 7V-30 0 3 UZ T — `3o •r 2 - .Project Engineer: �t9-'JTiI Phone: (SCAN) 'YJ - 310 BO Z HQ LAB OCT fl 9 1987 L_ / 0 - 20_ f Date /3/4 By ?� I VEf Lab No L= &/ I Z re /ir P. S o- o aa- /•'f County Engineers; Utilities ; 'Health District; To: Buil ;no & Saf ty FROM: SUBJECT: DSA:dj Enclosure $$$$$$C COWL COO. .OV.0 Thank you. I. . .. II- .. a• _ 086 Extension The Spokane County Planning Department has received the attached request for an Extension of Time to finalize the plat If you have Garments on the proposed extension or believe additional conditions should be made a part of the preliminary plat approval, please forward comments to us by April 14, 1987. - 1. Northwood 5th Addition - PE- 1454 -84 & ZE -39 -84 2. The Willows - PN- 1456 -84 & ZN -4184 & PUDN -3 -84 3. Ponderosa 7th Addition - PE- 1451 -84 & ZE -36 -84 I I = INTEROFFICE MEMO CFI CE = THE Sr oaNTIIE Coy PIAINING EEPARTN NT DATE MARCH 30 , 1987 strator = MEMORANDUM (CHECK ONE BOX) . it IL s _. _L r !'a aa iA ate` SPO■ANC CaU::r• CCe'.i 'OUSE Gentlemen: RE: r041 Thank, you. Ps. We. t/o GSN287:sla Attachment bi COUNTY ENGINEER Ronald C. Hormann, P.E. COUNTY ENGINEER Sa >OIIaaar ;Wits YnNGTO.\' 99260 Date: ,r /7 A review of the road, drainage, and parking plans for the above- refer- enced plat, - has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted, mark all changes on the revised print in color. If you have any questions about this review, please contact us at 456 -3600. o11^1 C U: 0 Very truly yours, Ronald C. Hormann, P.E. 'Spokane County Engineer ,t_na Gary S.YNelson, P.E. Planning Engineer net Ac crtzt -tred r1 i C_ Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 1 _ - AREAA 1 _.. -1__ AREA ..A2 ._ A-I - L Z` 85, 250_'1 - _.2`4 .. =...3Z9, ft. =.7.5G acre ._. APAV T. __z 3o,4SZ f' 35,774 (v6,2s �2 ________ 726.94 - .__- /22 84(0 ± a z ( _acre- ...._ 12Z�8(o(0- } �.- ....... - ... Z,SZ acre 43,5(00 -F�4 A GRASS 35,07$ + I I, AREA.oV_.PoND pE'TERh1i wITN pLANIw1ETER'FROwI DRAINAGE W1AP_ ....__.... RfC APR 3 1 989 PONDEROSA . _7 AbD ITION . itimerj,�, /0755 _2-8_._DRAINAGE_-_CALC.ULAT IONS 10. 27/8 KW 20(n22$ fttx I acre 43,56 o ft. 4.7 3 acre- n STORAGE lzEQO. = �o(oZsC0 +:vZ 2 -. = ft.' -12 V-Ft: + 2 .D.B. . evyw-ells t- 48.55. requir z 25oo f-t.1- z 3. ISiv1. . X _ . = 7875 ft. rci 875- -ft.7 .x- . =._ 3937;.5 -F-t3 27G 787.5_ft,Z,.><__ __._-- - -5250 .. 't3....> _4BO5 tmece.glour. - - - -FONDEgOZA 1 ADDITION1 10785 220 DRkINAGE__CALcuLA:ELO Lisp / A g EA _ DETER.61 eo--cqz-ovvi- DRAI ni-Aeletyvi A p_• Vkl 1:V44 PLAN tvVi eTER- 5 74, 25 5 3441..c, z KWAil .. ±7- ) -+ (42: x x4 5l) __SS ,t74 . _ i tiousEs l3 g'70 Ct. 2- • - - DF- EWM1 .x 2Q 31 _5620. _ 35:7 ,:t. q&z..o E 7Z, f+. . ---- - 12 ,6 99- - ---= acre • 56,0 A Ggp:ss 6 = 15 ° . _ = 1/ 1 1.50 ft -1- ae-re 93_ acre ;- DB" stogikeE RE a' p z 3. ,714 ft X 1+9 I -Ft3 i IMPERAltola AREA At 10112-157 PONDERQSA ADD1T/oN_ /07B5 2 _C&Lc.LALKTILO_Nsi /14016.7 K vine) -- • - ••-- Age e -1Pg_T_EfPNI IVED_FP-orkl.. DRAINAGE MAP w tru PiKotrvieTeR. 34 g 2500 ft. zt 95,250 e 2 41. 7- •-"ATOTAL 85 as o v GR p.ss „- 6 2 = 16;(15 ( ) 4 - ( 4 1-2A 8 + (err A 45 C . 30 I = 11 N9ussx - 201 _ .- A i)g-tmEwms £3140 - F-h t " • r --50,1 • . IS acre_ =. 95 1 5 ° 3 °, 4- e? ,S&Q. . .35,07e ft 2 :. .35,078 --t-7 acre - —= --- 0. 81 acre. 43,56,o -Fi • 2os" SToRkGe RED. 127 •-r+. • STRUCTURAL DESIGN CHART FOR FLEXIBLE PAVEMENTS STABILOMETER R VALUE nW • AIPA IMO IO ■■V4 ■■■■� ■C.C. 0.35' ACP • lino ■alp■N■ ■ • MI n Irammainfl �■ ■■N ■ ■ ■QNttbci�0.25' ACPON auaramirl al ■ ■ ■■■ r ■ ■■ - 0.20' ACP ■ N 0.75' ACP ♦ 0.50' CIS OR 0.35' ACP ♦ 0.35' ACB 0.25' ACP • 0.50' CT B. OR 0.25' ACP • 0.75' ACB non 0.15' ACP 3.0 0 10 20 30 .. 40 5 2.9 2.0 2.7 2.6 60 70 SO 90 I / aN ■ ilMI liieu.. Ia us: ant. ■■■ ■■■■■■■■■ s■ iy oI Nall ■�t /aNI /t /tl� ■N IT ■ ■ ■ ■II N Is/I 11111 � ■ A187 anal III I• „■n,I / / /// , Ntj ■IMIMI 0.75' ACP • 0.65' ACB u�� •in itEtaOt•0t11II /IIItaI1 ■I / /an11a1t / /a/ son 0.75' ACP 0.45' ACB ■N 811•1111•111011 1 .111n1 il a • a■� t mum m 7 . s il 5 /a /t li u ommen 2 4 AMMO . �11■aa01 : ■ d1 an ni. Wa/I I//ntnn■n■ ,N /11 ■I1n//a,nnna/a IO 2.3 NN1 W •11111•11111811111 OWpMMMMAM yy01t1t WN MOW 21 ■n■uOaauMwMlela\IIII :II us nn .a .nlft alum ■ 2 •sun 11111llawtun,iunaL MOWN= _ OWN 19Oan /K� 1,1/11 /n/Nan■.ntana/nn/.Na/aa ■a NN■q■aa rtt71 ■ I.esu a mama III .na:IIIIIIInt a M MITI ■N ■ ■N .■ OMIK Pr 1.7 A nn a0 I: IliIUAU1 1u■,ann iilai■w■■■■ , 1ial1 , i■/E10 ■■ ■ ■W �� MO nwamtnneau.n/w eaaann-- SMI = ■naOas lllllll/ M ■ ■ ■fl rplinWan , ■N■■■■laa ■N 1.6 N/O■ imam !!11 ■/g 1 11111111111111111 ,/ ■ /eaAiiM rrM / / III'Il a : fl u:n° ■Na1■r �1ii UWi li a M ■■ MM MM l r u --_N■ 1 111111111111111 I.7 „X11uat ■ \1■uauI OWN n,0iana1111wa/,//a■ ■ ■■�q. a1 ■ a ■ 11S N1810■3Wa.■■SM ■N■m■N 1111111111011111116111181 MO Oaaa *Ule„/ NU■■NN■■■.■�k 11,■■N■N ■_NN ■N 1.2 o nI .atO/a a N N Inn.anItaluousenne a N / I u ■ Yes■/M ■ u 1 5 10 ' 1a yN � 1 1 u � ■ ■ � ■N mama O n n u u•u ae au Cu ata lll lf // a ► M\uM11101NRa O u I s N N =■VO CIO:: ■1I o.9 ■ 111•1a 111•1a I _ _ � _ I ■:: x .I:aa awtlta11ug\O 1nii ,t / /Na /tlat11\MM11111aa0aN /N■ 1MI■■ ■ aE■1■■■aaa■■■ ■■ ■N ■ N■■ a,,,,�f Win nua11Nr ■ a1�Ib7 I ■ a■ ■1 / u ■ �ni ■■ � � ■N■■ , 0.8 Main WIMI „ \ M O In al N � e y � f NaN■1 ■■ ■W U. aa lipppapa a el ulailli n222al �i■nim ■"r� 7 0.6 W, //aNna/anaa aOngma Nyl /■ l ■ lia ■ l y 4 / ■ y 6 5��E1 ■ ■■ e1r lu g : q � � ■� � I Y ■ � ■Nm U atria /W1RWMtn1 ' ■ /t ■nlilt N011R7.■■ ■■ ■111 III OW 0.4 lam wawa \a IMDONn ,OOa\A1Ma1BOY/ ■■■ ■N ■la NN ,//,,,M / /,N,Nta111 ■ ��� / � / E 1 El1IN / / ■MM a■ n� ■.fy,SVyI ■■■■■■ I/�■ 1 i ` IN I 0.7 / %I. O a// „ / /NnIN / /. /,a,I l ► n, afO0ElM0,/ vY044/ t ■ ■ ■r ■ ■aYEI■ ■ ■■1,0 ( 1 ■■■ ■11111�� _'■ 0.2 M I■aa uuflm ls aasasia11fl ■N N N ■■N■ 0 I I ■■CIMMa1P It■■ ■la■■• in -' ■N■■ r EXAMPLE: • Ginn on I vole. of 25 and o trolli< Ind.e of 6.0. rove rhicln•r ..quir.m•ntr can b• determined or follows: An equivalent grovel depth of 1.65' I round to 1.7 1 of point A. A modified trfacing depth of 1.05 feet of point I for o pavement of 0.35foot ACP • 0.50 loon CTS. or 0.35 loot ACP • 0 35 loot ACS. A modified surfacing depth of 1.43 foot I round t 1.45) for pavement of 0.35 loot ACP. Figure 326 -2a 326 -5 0.5 B C 1.5 1.0 MODIFIED SURFACING DEPTH (FEET( 2 5 3 0 SEPTEM� \977 •f ' 0 I•:, .L. i .4 p i. :: 1. , 1.,• ,......u... • PoN De pos A 7ThD(T/oN . 1D785 est N .AG ELC .AL q cacri 0 Ai. S /31 /0 7 A g AREA, . . P.2S114.1.1:12_LL.111:1 A -ro-rp g ■ . - ‘...^- .41_ -.."1, A • m___3.2 4.13'..Z-__t_iS 7.2.1-___ ..__._6...6 25.6) fi 6 -- ±ci - , - iia- - 1- ‘ - '1"ia4 Tr - i . • -,-- ' ' ------ — — - - — , I , A . ,A;vvc:10 e..4-4 - , ---- •• • --7. ? _, A Pa "^%-e- --&--4.- z.....= 52, I - L.. ii 72 6_947 = / 2,2 06 6 f+, 7. 'CI rc- al r Ct..; e•---a.104F-el_, 43,562 0 44 t 2 . a acre. . 4 ../ .. bs......1- L.,..____. 1 . _ ; • - - —7---- r ---- i75712r-e - i --- . r---- - x I acre .-=..-. 4, . 7.3 acre_ •• - " "' - - • --- • 2_09 STo SAGE SEGZ = 06 tt,'s = Z or.yvv.ells__. 4805 FT. Stec ace. rettAir.e4 - - il ksA4k.„/CALC/J- - RECEIVE]) SEP 14 1987 •County Age4 o oat4 a it.. _ 7 v 7 5 ..c. e__. 4 .„.......- 1 .. ... 12 vet eavAiNeP v4 0-14 . . . . Pl Irv% e vacuity' e , , )315 = _5,18.3__. , 4305 pctimr4Neer mma. - - 12 ' - • I . . DATE = 6/18/87 PROJECT NAME = PONDEROSA 7TH ADDITION DESCRIPTION = 208 DRAINAGE SUBAREA 1 = 2.82 ACRES . SUBAREA 2 = 4.74 ACRES TOTAL AREA = .7.56 ACRES COMPOSITE RUNOFF COEFFICIENT = .429761904762 OVERLAND FLOW VALUES Ct = .15 L 230 N = .4 S = '.048 CHANNEL FLOW VALUES 1 it L = .138o ' Z 1 = ''._ 6 � . l S Z2 = 172 N = ,016 • B = 0 3S� S = ,.(1) TD = ' .3132 COMPUTED VALUES DUR = 11.75 I10 = 2.05 010 • 6.66 GA = 6.66 RATIONAL FORMULA HYDROLOGY 'DESIGNER = K W MCMULKIN BASIN Al +A2 SUBAREA 1 RUNOFF COEFFICIENT = .9 - SUBAREA 2 RUNOFF COEFFICIENT = .15 " / DATE = 6/18/87 PROJECT NAME = PONDEROSA 7TH ADDITION BOWSTRING CALCULATIONS THE MAXIMUM.STORAGE-.'IS (4885.12647864 CU. FT) * The time of concentration is 11.74917 minutes. The Undeveloped 'flow out is 2 c.f? TEN YEAR STORM CALC • DESIGNER = K W MCMULKIN BASIN Al + A2 DESCRIPTION = 209 DRAINAGE t t Intensity Qdev. Vin Vout Storage (min.) (sec.) (in./hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 • 300 3.18 10.33 4153 600 3553 10.0. 600 - 2.24 7.28. 5851 1200 4651 11.7 * 705 2.05 6.66 6295 1410 4885 15.0 900' 1.77 5.75 6554 1800 4754 20.0' . 1200 1.45 4.71 6782 2400 4382 25.0 1500 1.21 3.93 6839 3000 3839 30.0 • 1800 1.04 3.38 ' 6892 3600 3292 35.0 2100 .91 2.96 6917 4200 2717 40.0 2400 .82 2.66 707.3 4800 2233 45.0 2700 .74 2.40 ' 7068 5400 1668 - 50.0 3000 .68 2.21 7157 6000 1157 55.0 3300 .64 2.08 7360 6600 760 60.0 3600 .61 1.98 7610 7200 410 65.0 3900 .60 1.93 8003 7800 203 70.0 4200 .58 1.88 8366 8400 -34 75.0 4500 .56 1.80 8547 9000 -453 80.0 4800 ' .53 1.72 8678 9600 -922 85.0 5100 . 52 1.67 8935 .10200 -1265 90.0 5400 .50 1.62 9162 10800 -1638 95.0: 5700 .49 1.59 9456 11400. -1944 100.0 6000 .48 1.56 9731 12000 -2269 i, 1 / / BOWSTRING CALCULATIONS DATE = 6/18/87 DESIGNER = IC W MCMULKIN BASIN Al + A2 PROJECT NAME = PONDEROSA 7TH ADDITION DESCRIPTION = 208 DRAINAGE t t • Intensity Gdev. Vin Vout Storage (min.) .(sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 3.18 10.33 900 8153 '25 10.0 600 24 7.28 5851 .1800 " ` 4051 11.7 * 705 2.05 6.66 6295 2115 418C 15.0 900 1.77 5.75 6554 2700 3854 20.0 1200 1..45 4.71 6782 3600 3182 25.0. 1500 1.21 3.93 6839 4500 2339 30.0 1800 1.04 3.38 6892 5400 1492 35.0 2100 .91 2,.96 6917 6300 617 40.0 2400 .82 2.66 7033 7200 -167 45.0 2700 .74 2.40 7068 8100 -103 2 50.0 3000 .68 2.21 7157 9000 - 1843 55.0 3300 .64 2.08 7360 9900 - 2540 60.0 3600 .61 1.98 7610 10800 -3190 65.0 3900 .60 1.93 8003 11700 -3697 70.0 4200 .58 1.88 8366 12600 , - 4234 75.0 4500 .56 1.80 8547 13500. - 4953 80.0 4800 .53 1 8678 14400 -5722 85.0 5100 2 1.67 • 8935 15300 - 6365 90.0 5400 .50 1.62. 9162 16200 -7038 95.0 5700•. .49 1.59 9456 17100 -7644 100.01. 60.02. .40 1.56 . 9731 18000 - 8269 THE MAXIMUM STORAGE IS:4180.17627864 CU. FT. * The time of concentration is 11.74917 minutes. The Undeveloped flow out is 3 c.f.s. TEN YEAR STORM CALC . Al . //. DATE = 6/18/87 PROJECT NAME = PONDEROSA 7TH ADDITION DESCRIPTION = 208 DRAINAGE BOWSTRING CALCULATIONS DESIGNER = F: W, MCMULKIN BASIN Al +A2 t • t Intensity Qdev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 700 3.18 . 10.33 4153 1500 2653 10.0 600 2.24 7.28 5851 3000 2851 11.7 * 705 2.05 6.66 6295 3525 2770 15.0 900 1.77 5.75 6554 • 4500 2054 20.0 1200 1.45 4.71 6782 6000 782 25.0 1500 1.21 3.93 6839 ' 7500 -661 70.0 1800 1.04 3.38 6892 9000 -2108 35.0 2100 .91 2.96 6917 10500 -3583 40.0 2400 .82 2.66 • 7033 12000 -4967 45.0 2700 .74 2.40 7068 '13500 -6432 50.0 7000 .68 2.21 7157 15000 -7843 55.0 3300 .64 2.08 7360 16500 -9140 60.0 3600 .61 1.98 7610 18000 -10390 65.0 3900 .60 1.93 - 8003 19500 -11497 70.0 4200 .58 1.88 8366 21000 -12634 75.0 4500 .56 1.80 . 8547 22500 . -13953 80.0 4800 .53 1.72 8678 24000 -15722 85.0 5100 .52 1.67 8935 25500 -16565 90. 0 540 0 . 50 1 .62 9162 27000 -17838 95.0 5700 .49 1.59 9456 28500 -19044 100.0 6000 .48 1.56 9731 30000 - 20269 THE MAXIMUM STORAGE IS 2851.31904 CU. FT. * The-time of concentration is 11.74917 minutes. The Undeveloped flow out is 5 c.f.s. TEN YEAR STORM CALC 7/ // % BOWSTRING- CALCULATIONS DATE = 6/18/87 DESIGNER = K W MCMULKIN PROJECT NAME = PONDEROSA .7TH ADDITION DESCRIPTION = 208 DRAINAGE t t Intensity Gdev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f:s.) (cu. ft.) (cu. ft) (cu. ft.) 5.0 300 3.18 10.33 4153 1590 2563 10.0 600 2 7.28' 5851 3180 2671 11.7 * 705 2.05 6.66 6295 2559 .7. +6 15.0 900 1.77 5.75 . 6554 4770 1784 20.0 1200 1.45 4.71 6782 6360 422 25.0 1500 1.21 3.93 6839 7950 -1111 30.0 181111 1.04 3.38 6892 9540 - 2648 35.0 2100 .91 2.96 • 6917 1 1 11.30 - 4213' 40.0 7400 .82 2.66 7030 12720 -5687 45.0 2700 .74 2.40 7068 14310 - 7242 SC} 0 3000 .68 2.21 .7157 15900 - 8743 55.0' 3.300 .64 2.08 ...7360 17490 - 10130 60.0 36011 .61 1.98 .7610 19080 - 11470 65.0 3900 .60 1.93. '8003 20670 - 12667 70.0 4200 .58 1.88. '.8366 22260 - 13894 75.0 4500 .56 1 .80 8547 23850 - - 15303 80.0 4800 . 53 1.72 '8678 25440 - 16762 85.0 5100 .52 1.67 ,8935 27030 - 18095 90.0 5400 .50 .1.62 ,,9162 28620 - 19458 95.0 5700 .49 • 1.59 H9456 30210 - 20754 100.0 H6D00 .48 1.56 973 1 318010 - 22069 - IE MAXIMUM STORAGE' IS 2671.31904 CU..FT. The time.of concentration is 11.74917 minutes. le Undeveloped flow out is 5.3 c.f.s. EN YEAR STORM CALC BASIN Al +A2 SPOR•NC COURT' COURT HOUSC DATE: Anril 11 , 1989 Thank You. DSA:jp Enclosure SIIIP°1130 PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N. 721 JEFFERSON STREET PHONE A56 -2205 SPOKANE, WASHINGTON 99260 TO: County Fngineers: Utilities: Health District: Building & Safety: Fire jlialf ct: Water Purveyor: Assessors / No. 1 / Spokane Suburban Water Co. FROM: DOUGLAS S. ADAMS. Subdivision Administrator SUBJECT: Review of Final Plat Ponderosa 7th Addition PF -1451 Enclosed please find copies of the above referenced final plat. Please review and forward any comments by April 25th, 1989. RFCEf /ED APR 1 2 1989 SP3ItC ;ME COUNTY ENGINEER ll� 1 SEP ZZ 3 46 PH '99 S 8909220295 STORM DRAINAGE EASEMENT > -. s; 1 !.0 D:;gA4, Ee AUtjTOR,, ;SP9'4AHE cx: ual:i *KSH1 SPOKANE COUNTY ENGINEERING DEPARTMENT —2 7 Spokane County, Washington VOL it'. .. / ee.e T or ail f 7 7:9 Add P OIV de,.eos 04 The Grantor(s) Henry Lloyd Phillips, as Executor of the estate of Elizabeth Phillips, deceased and Phillips Development, Inc. of the County of Spokane, State of Washington, for and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington, an Easement over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: A Utility Easement over that portion of Section 32, T 25 n, R 44 E'd:4 described as follows: Begin at the Sr! corner of Lot 5 Block 2 PONDEROSA FIFTH ADDITION, as recorded in Volume 16 of Plats, page 21; thence N 27 °24 "N, along the Westerly line of said Lot 5, a distance of 70.97 feet; thence S 60'47'04 "N a distance of 110.00 feet to the True Point of Beginning; thence continuing S 60 °47'04 "W 3 distance of 59.14 feet to a point radial to a curve concave to the Southwest with a radius of 623.46 feet and a radial bearing of N 60 °47 thence Southeasterly, through a central angle of 2 °50'56 ", an arc distance of 32.45 feet to the beginning of a compound curve concave to the West with a radius of 15.00 feet and a radial bearing of N 63 °46'00 "E; thence Southerly, through a central angle of 54 °23'41 ", an arc distance of 14.24 feet to the begin- ning of a reverse curve concave to the Northeast with a radius of 50.00 feet and a radial bearing of N G1 °50'19 "N; thence South- erly, through s central angle of 99 °26'24 ", sn arc distance of 86.78 feet: thence S 71 °59'02 "'r7 115.00 feet; thence N 04 °07'17 "E 185.00 feet; thence S 86 °20'26 "E 105.00 feet to the True P.O.B. DRAINAGE EASEMENTS, as shown hereinabove are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right of way. The property owner shall maintain the drainage swale with a permanent live cover of dryland type grasses acceptable to the Spokane County Engineers, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. The Grantor(s) hereby releases Spokane County, and all its officers, employees, and agents from any responsibility or liability for any damage whatsoever including inverse condemnation by or to any and all persons or property arising out of or in any way incident to or attributable to the storm drainage within said Easement. The Easement described hereinabove is to and shall run with the land. No modification of the boundaries of said Easement can be made without the prior approval of Spokane County. IN WITNESS WH REOF, I have hereunto set my hand(s) and seal(s) this . �I day of > 1989. STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss On this day personally appeared before me Henry Lloyd Phillips, personall.1/':known•.tb me to be the individual(s) who executed the forgoing instrument and ": the said instrument to be the free and voluntary act and deed, of 'said individual(s), for the uses and purposes therein mentioned. Given under my hand and seal this /9 day of l- f f R. E. Excise ax Exempt 1917 Spokane County Treas. Henry Llo 4 Phill .s, as Executor of,,,,, the esid'e of Elizabeth Phillips,'dgc,Gased `'1 :• .. Ct , 1989. /a74,11 /L1Q4_,./ • .Notary Public In and for the State of Washington, residing at Spokane, Washington. •uo18uT4sum 'auexods le 2uTpTsaa 'uol2u3gsep ;o aIe1S 941 10; pue uI o Tqn. Las -' •uallTan anoge 1saT; aeaL pue Lep 94; 'Teas TeToT ; ;o Lm paxT ; ;e pus pueq Lm ;as olunaaaq ans4 I `aonalim SS2NLIM NI •luamnalsuT Pies 941 alnaaxa o1 pazTaoylns Lay; ley; palels yleo uo pus 'pauoTluam uTaaa41 sasodand pus sasn 94; ao; 'uoTleaodao0 pTes ;o paap pus ;as LaelunioA pue aaa; a41 aq o; luamnalsuT pTes a41 paSpaTMOUxae pue 'luamnalsuT 2uTo2aao; a41 palnoaxa ley; uoTleaodao0 a41 •ouI 'luamdoTanaa sdjTTT4d 3 'LTaAT]oadsaa 'jNauIsaia 3nIA 941 aq of uaout am o; y - t - pue SN2QIS3Rd 9 41 aq 01 uMoux am of sdTTTT4d PLoT1 Lauag pa/Daddy XTTeuosaad UJOMS pus pauoTsSTmmoa LTnp 'uo18uT4seM a121S a41 10J pus uT °TTgnd LaeIoN e.'pau2Tsaapun 941 `am aao ;aq ` 686I ` l/ ✓� 3o Lep4 b / sT41 up 1ua' saa 'sd d pLo 7 Lau 0NI `LN3Ndolanaa SdI71INd Asp /J/ Lq palnoaxa 9i41 aq 01 't.: fi T 39Vd 9 O J 10A ss ( ( '686T paxT; ;e olunaaa4 aq o1 Teas•a;eaodaoo luamnalsuT sT41 pasneo seq uoTleaodaoo 3NVNOdS 30 LLNROD ROLONINSVM 30 3ZVLS 3o s1T pue saaa ; ;o aadoad s1T PTBS '3022MM SSaiain NI Transamerica - Title Insurance Service_ 111111 LEGAL DESCRIPTION: • Prepared. for: Clarence E. Simpson Engineering N. 909 Argonne Rd. Attn: Mike That portion of Section Transamerica Title Insurance Compa North 720 Argonne Roast Spokane, Washington 99212 (509) 922-2222 THIRD CERTIFICATE TO PLAT (continued) Order No. GD- 128532M Certificate for Filing Plat of PONDEROSA 7TH ADDITION Situate in the County of Spokane, State of Washington. vtI In the matter of the subdivision to be submitted to Spokane County for approval, this Company has examined the records of the Spokane County Auditor's and Clerk's Offices, and the office of the Clerk of the United States District Court holding terms in said County. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount, if any, paid for this certificate. From such examination, the Company hereby certifies the title to the following described land, in said Spokane County, to wit: EMS Post -it' Fax Note 7671 Date s C°JDept Begin at the SW corner o as recorded in Volume 16 along the Westerly line thence S 60 °47'04 ":I a d: to a curve concave to thf and a radial bearing of ! — c; - tnence Southeasterly, thru a central angle of 2'58'56 ", an arc distance of 32.45 feet to the beginning of a compound curve concave to the West with a radius of 15.00 feet and a radial bearing of N 63 °46'00 "E; thence South - erly, .thru a central angle of 54 °23'41 ", an arc distance of 14.24 feet to the beginning of a reverse curve concave to the Northeast with a radius of 50.00 feet and a radial bearing of N 61 °50'19 "W; thence Southerly, thru a central angle of 99 °26'24 ", an arc distance of 86.78 feet; thence S 71 °59'02 "W 125.00 feet; thence S 05 °31'35 "E 176.16 feet; thence S O8 °12'54 "W 90.00 feet; thence S 81 °47'06 "E 140.00 feet; thence S 66'10'18 "E 51.92 feet; thence S 81'47'06 "E 140.00 feet to the West line of said PONDEROSA FIFTH ADDITION; thence, the next _7 courses are along said West line, N 09'12'54°C 57.49 feet; thence N 06 °52'47 "E 37.91 feet; thence N 03 °25'52 "E 60.00 feet; thence N 01 °49'22 "W 89.13 feet; thence N O8 °10'17 "W 91.05 feet; thence N 14 °35'17 "W 91.05 feet; thence N 21 °00'17 "W 91.05 feet to the P.O.B. • VESTED IN: HENRY LLOYD PHILLIPS, as Executor of the Estate of Elizabeth Phillips, deceased. EXCEPTIONS: 1. General taxes as follows, together with interest and penalty, if any, after delinquency: Current Tax Acct V Year Annual Billing Amount Paid Balance Due 32545 -9091 1989 $591.41 $0.00 $591.41 NOTE: Future NOTE: 1989 assessed valuation: Land $33,000.00 2. EASEMENT AND THE Grantee: Purpose: Area Affected: Dated: Recorded: Recording No.: 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee: The Washington Water Power Company Purpose: Gas and water mains and lines, and electrical distribution lines, together with right to inspect said line and to remove brush and trees. Area Affected: Portion of S1 /2, NE1 /4; N1/2, S /E1 /4 with other property; exact location not disclosed of record. August 23, 1966 August 25, 1966 227704C Dated: Recorded: Recording No.: Tax Account No(s).: 45325.9091 Order No. GD- 128532M Page 2 THIRD CERTIFICATE TO PLAT TERMS AND CONDITIONS THEREOF: The Washington Water Power Company, a corpor- ation Gas and water mains and lines, and electrical distribution lines, together with right to inspect said line and to remove brush and trees. Portion of S1 /2, NE1 /4; N1 /2, SE1 /4 with other property; exact location not disclosed of record. April 13, 1966 April 15, 1966 194068C 4. Right, title or interest of,.Phillips Development, Inc., as disclosed by the Spokane County Assessor's Records. V P ' ((; n Records examined as to March 29, 1989 atY8:00 A.M. (continued) pds cc: Spokane County Engineering Spokane County Planning Order No. GD- 128532M Page 3 THIRD CERTIFICATE TO PLAT TRANSAMERICA TITLE INS. CO. by : Gil Doddr' Title Of icer , • . (9 ,V . ..- 2 . L • i e ‘‘ 1 I ; ."..) MS A MUM CA TITLE INS'JkAtICE compkw. Q I \ : 1 : NORTH 723 ARGONNE ROAD SPOKANE, N 99206 . , ( DI • is made sally (E/ the re,osis al •tsistirl t lac; • sac) remi:mf. znd tr.): curip•afry ISSUMet n3 )1 . • • !cc vetaiitir il ark. M d.mansisris Lad ;.? n I • •-; . /trera:;:flei 51)"dcY I - • - 5L ` „ . I . 1 di Cf CI \ I , '-', i • \ C l ----z • ;lit,. • t \ - 7\ (1-4,-2`;'<"-'• i sc,.. \ --; r ::) '• - ‘'....” ' 7'2 *., l i '\ V- 1 • • :'...; I CS ".....k ; " • . ■ V. • ', 7, CI' r \ • ‘a . .LCOA i I ; Ci Z-...00EI ■ ... / / I ::; / a ros4 I • 4 -) I). 4 ; / •••■ A 3 ; I .A.. • 4,3 t I e or ca 5 ' ill / 0 01 v 5 ' /7 J /A D - ( }A 0 PON • p1/4 # -c) v Y 1/1 / 11:2 7 -• • ii Ii 0? ' .4) v Transamerica Title Insurance Services Clarence E. Simpson Engineering N. 909 Argonne Rd. Attn: Mike Transamerica Title Insurance Company i •-� - � North 720 Argonne Road c! A it r, Pt „ _,Spakane, Washington 99212 s (509) 922-2222 APR 0 6 1989 Z IS+ii,� LviJ IY £NGjP4EER THIRD CERTIFICATE TO PLAT Prepared for: Order No. GD- 128532M (continued) Certificate for Filing Plat of PONDEROSA 7TH ADDITION In the matter of the subdivision to be submitted to Spokane County for approval, this Company has examined the records of the Spokane County Auditor's and Clerk's Offices, and the office of the Clerk of the United States District Court holding terms in said County. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount, if any, paid for this certificate. From such examination, the Company hereby certifies the title to the following described land, in said Spokane County, to wit: LEGAL DESCRIPTION: That portion of Section 32, T 25 N, R 44 EWM described as follows Begin at the SW corner of Lot 5 Block 2 PONDEROSA FIFTH ADDITIONy, as recorded in Volume 16 of Plats, page 21; thence N 27'24'23 "W, along the Westerly line of said Lot 5, a distance of 70.97 feet; thence S 60 °47'04 "4 a distance of 189.14 feet to a point radial to a curve concave to the Southwest with a radius of 623.46 feet and a radial bearing of N 60 °47'04 "E; thence Southeasterly, thru a central angle of 2'58'56 ", an arc distance of 32.45 feet to the beginning of a compound curve concave to the West with a radius of 15.00 feet and a radial bearing of N 63 °46'00 "E; thence South - erly,.thru a central angle of 54 °23'41 ", an arc distance of 14.24 feet to the beginning of a reverse curve concave to the Northeast with a radius of 50.00 feet and a radial bearing of N 61 °50'19 "W; thence Southerly, thru a central angle of 99 °26'24 ", an arc distance of 86.78 feet; thence S 71 °59'02 "W 125.00 feet; thence S 05 °31'35 "E 176.16 feet; thence S 08 °12'54 "W 90.00 feet; thence S 81 °47'06 "E 140.00 feet; thence S 66'10'18 "E 51.92 feet; thence S 81 °47'06 "E 140.00 feet to the West line of said PONDEROSA FIFTH ADDITION; thence, the next .7 courses are along said West line, N 04'12'54 "E 57.49 feet; thence N 06 °52'47 "E 37.91 feet; thence N 03 °25'52 "E 60.00 feet; thence N 01 °49'22 "W 89.13 feet; thence N 08 °10'17 "W 91.05 feet; thence N 14 °35'17 "W 91.05 feet; thence N 21 °00'17 "W 91.05 feet to the P.O.B. Situate in the County of Spokane, State of Washington. VESTED IN: HENRY LLOYD PHILLIPS, as Executor of the Estate of Elizabeth Phillips, deceased. EXCEPTIONS: 1. General taxes as follows, together with interest and penalty, if any, after delinquency: Current Tax Acct /I Year Annual Billing Amount Paid Balance Due 32545 -9091 1989 $591.41 $0.00 $591.41 NOTE: Future Tax Account No(s).: 45325.9091 NOTE: 1989 assessed valuation: Land $33,000.00 2. EASEMENT AND THE Grantee: Purpose: Area Affected: Dated: Recorded: Recording No.: ' Order No. GD- 128532M Page 2 THIRD CERTIFICATE TO PLAT TERMS AND CONDITIONS THEREOF: The Washington Water Power Company, a corpor- ation Gas and water mains and lines, and electrical distribution lines, together with rightto inspect said line and to remove brush and trees. Portion of S1 /2, NE1 /4; N1 /2, SE1 /4 with other property; exact location not disclosed of record. April 13, 1966 April 15, 1966 194068C 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee: The Washington Water Power Company Purpose: Gas and water mains and lines, and electrical distribution lines, together with right to inspect said line and to remove brush and trees. Area Affected: Portion of S1 /2, NE1 /4; N1 /2, S /E1 /4 with other property; exact location not disclosed of record. Dated: August 23, 1966 Recorded: August 25, 1966 Recording No.: 227704C 4. Right, title or interest of Phillips Development, Inc., as disclosed by the Spokane County Assessor's Records. Records examined as to March 29, 1989 at 8:00 A.M. (continued) pds cc: Spokane County Engineering Spokane County Planning Order No. GD- 128532M Page 3 THIRD CERTIFICATE TO PLAT TRANSAMERICA TITLE INS. CO. b ) <,.; Y Gi1 Dodd % ge Title Officer @ -1 • ."2 .1 .2 ;-' IRANSAMBICA TITLE !NSURANCE CONIPAUY. NORTH 720 ARGONNE ROAD SPOKANE, WA. 99206 •. Ny. t el- k .3.1 i .o \ 1/, '• k 7 go \ i -- c:: \ c 1 c \ M 0 7-, \ `o \ SC\ . - 5-i -7 :c --.-, I ■r.) % Q- - \l, .1 -- i‘ .. - ;A \ -;,-- ..,:, ' 0 ',17,1—r- \\ F -5 r ,.......,v, ,... „......c...., :Log; ,•,, 1 / i .a. , eo 1 er 05,4 L I ti , ri A ) i, , f Addir • 1 /7 ) r-cr:.‘ • I Ai k \ 1 5 • L .• '1 , , ,----...._.-.- . — Print is riae. so:e it il, iy e P9'eposa of “sistirg .... /1 //),: P • .e c - • N C - / , - h •,' ir 13c4. : • SA'd r .: •:: Ice conparry SSWIllii 113 )1 L•_____.—i- --t • ,..,,) kr.tr.- a 44. in d.mentticas eneH AcRI.:Th i c9 efri!r!a;r:Pli hi:(4 r!j 5 ci • i 55; . 1 /I 7 ' 11 ...11 + '° 1 # -- : g \ ' ' 1 Z .:v , (- , il v i 5Wtcr — '________:____SaJ Oen encr on Or: . I ‘,.. ;• ---- I I Al I o 5 P' / I 0 1 2 - 5 .c c j / ' L_ / i 9° P E 5 A r-I / . f I .' 7 / • , 4 9 P . 0 I/ ,,./ _S ‘It' • I P 2 . a ,T .L.—.....■taa 7 ----- H A .7) 1 C?/ • c ' • . . ' Y i ;A / I 5 1 1 1 P I \ . • i ::.1:-./,:. ,•-• .. i 1 1 • PON i if i 1 , . , . _ L ...; 1 /7 • • 1/ . • i r- File No: PE- 1451 -84, ZE -36 -84 Name: PONDEROSA 7TH ADDITION EXTENSION OF TIME REQUEST SPOKANE COUNTY PLANNING DEPARTMENT SUBDIVISION ADMINISTRATOR FINDINGS OF FACT 1. That the preliminary plat was approved by the Board of County Commissioners on October 23, 1984. 2. That the zoning upon final plat approval will be reclassified from Agricultural to R -1. 3. That the Comprehensive Plan is designated as a transition area between Urban Suburban and Semi -Rural and mostly inside the PSSA. 4. That since the original approval, the applicant has submitted final plat for County review. The land has been contoured, roads have been rough graded, bids are out for water, electric, gas and telephone. 5. That an Extension of Time request was circulated to the County Engineers, County Utilities Department, Health District and Building and Safety Departments. Review by the departments has indicated no new recommendations or requirements. The comments were to be forwarded to the Planning Department by April 14, 1987. 6. That Land use guidelines, policies and regulations concerning the development have not changed since the approval of the subdivision. 7. That the Subdivision Ordinance for Spokane County, Section G has specific criteria for issuing of Time Extensions. That specifically Section G #2 a, b, c, apply to this subdivision upon review of the file. Extension of Time cont'd PE- 1451 -84, ZE -36 -84 DECISION Based on the foregoing findings, the Subdivision Administrator APPROVES an Extension of Time for 3 years to May 1, 1990, subject to the following conditions: 1. All those conditions as contained in the Board of County Commissioners decision dated October 23, 1984, resolution 84 -0913 with the following amendment to condition #4 of the Planning Department. "Preliminary plat be given conditional approval for (3) three years to May 1st, 1990." PAUL JENSEN Assistant Subdiv' ion Administrator 11 NOM � 11 Ina • n %� ►f n % % %nOnnwlf7•pn �T1n %a a.oe1gn p� %Gn�nwalpnq anq %nnnw00pnq ai'fiwl■in neannnq / i pal %pn p nO7n1 Ann.10. �a/q %nnmm� -- :.7nnwn __ _ iAry =nw. r ■ q q n -nn inn npn MIN • 0.75' ACP + 0.65' CTB. OR 0.75' ACP + 0.45' ACB 0.35' ACP • 0.50' CTB, OR 0.35' ACP + 0.35' ACB 0.25' ACp + 0.50' CTB. OR 0.25' ACP +0.25' ACB 0.25' ACP 0.20' ACP as 1 pn.Mnnnnn •n �nlllla• \llnEli nn nll■■ aangn •51111•71111111 nil ■lanaln■ a\fi■ ■a\ ■11■n/a■allan \a 111111010•1111• * an Linn nl■nll■1■ n■1■nnsp 01•1111•8111110111‘11 •11110 a1 mmmq • Il.Uan■■1\■\\Ill■amn ■lnnl ■ ■ ■n Min 1■lal. lnumallnnn nMIII •0•11/112 111u•u Onunl■lnlnnn■n ma a\a■n\\iifia\a1111a\lun\n\\ Blm■mm�l\/nn %1I %% d ■an■■nun•1L' ■llnalm ■1 n1■lnlnlminm 2 lammn■m■nn■ ■a■mall\■ali 11 11uu11gmn■ ■n 2.1 aun.nnollDnn nuunnnn m OM ■ If an ■11111••••• 2, m13101n �L�y p u■rnn1 1pl nnm\m /pp� 1. \ \{l ■YA X111 ► 1Rlaat al�M1\ u111unn Yn1■aaaa■Ytaman■nf%nnn %%% %% mow% al o %% I.7 , m■ a■a ■ltul'aa♦naanuau a tlas n ■■ as ■ % % /nnMa.s■Iaa %� 1.7 mitonntammi •• Inana p--- -aaNWa■i/•Na\M a-- 0.15' 1.6 na■auOia.n■1 ■nlmaa /aunt■n■nml MMIMII MODS taligA%%nn n MI analnl \1 as al\ nn�tnm111mn111m/ nm1■■ lmin■ 1ppgq�Mgas /MIA9gMMMMMMM_q/a..Mga I.5 K u111 Er \ ■ 11�ina�/ C111MIN1■1Ml %N a� %upss 1.2 ln�u • auallnuai n ■nn n nan• nlialnnt- nn11l-/-■- mint 7Iw11 I naalauaunaana■a■l In n - n nq %awtb7inlini % n\n\nlna m into nlnlmm % %.aann.nF4 %•%1 •%% I1 •:111111n1 ■11n■n f1M1t\aaminnmgnq-%V.I n I.0 n 0 inuoanONNIN �\ \lfi\1a1 ' w- %a - Ra11 - = i - - \mm�nilal nuc\nn ni..■ ■ /lnl n =-- -- p%%% 111 linialninininainian 0 rlain li I SMS in al ins o.emnllnmllian• a e:i \�oonpnoaoi�ianfli�n � n allan nn II 0. 'p' ' � a nA llml:..n \ ■V51LIInn.nl.nninfili 1 traalin nn.n.ara q u. j j 0 S ionin. i\\ aY ■ Yl a n n �� � y a. � � iu smaunuiin i• a wun nl p • a o m■anit•• (/\ �a .nnaia-- nngnnn 0 nn ia l mm\uaa a• a■\ 1�1i 1 a1 � � n_gnt1O_gt:lanpnnnnnnnnnn 0.2 n ana v l a l i iva nnanun.nn . n aa /•an n un n nn nnll n aa• .a anNa s 0,1 amlllnnnm•ln■m••lnlglq .a■ nfln%alnsinaann nnninni � r- n n il ,Og n i nqn nn 0 a ate n ii iii Thin11 • I gngnnqaaqq 0 0.5 1.. a C i 1.5 2.0 2.5 7.0 2.9 2.8 2.7 2.6 2.5 2.4 2.3 STRUCTURAL DESIGN CHART FOR FLEXIBLE PAVEMENTS STABILOMETER R VALUE 10 20 30 40 5 60 70 BO 90 EXAMPLE: Given on R volu• of 25 and o traffic ind•• of 6.0, cover thicln•ss requirements can be d•tormin•d os follows: An equivalent gravel depth of 1.65' I round to 1.7 ) at point A. A modified surfacing depth of 1 feet at point I for a pavement of 0.35foot ACP + 0.50 foot CTB, of 0.35 foot ACP + 0.35 foot ACS. A mcdili•d surfacing depth of 1.42 loot ( round to 1.45) for pavement of 0.35 loot ACP Figure 326 -2a 326 -5 ACP MODIFIED SURFACING DEPTH (FEET) 3.0 l 7 ' f = - 32/ .53 X I" 4.tilitock // List- 4 /o -.7 -4/ SEPTEMBER 977 et / STORM DRAINAGE EASEMENT /Y nn c / / vev LLoyd / Ph ;L C . ps G�J Syccuigie of /6 e. fs4r4.o St, ? A 6e 4 The Grantor(s) /"/1 OCOC¢a.o_4-eO O-`-.( fi /)UeLOPµe.d7. 1,v0. of the County of Spokane, State of Washington, for and in consideration of ,' «,_O , to them in hand paid, and receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington, and Easement over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: - t. SPOKANE COUNTY ENGINEERING DEPARTMENT Spokane County, Washington DRAINAGE EASEMENTS, as shown hereinabove are for the purpose of installing. operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right of way. The property owner shall maintain the drainage swale with a permanent live cover of-, inn^ –t'ttc, 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 o approved plans. `S _ The Grantor(s) hereby releases Spokane County, and all its officers, employees. and f agents from any responsibility or liability for any damage whatsoever including inverse condemnation by or to any and all persons or property arising out of or in I any way incident to or attributable to the storm drainage within said Easement. a The Easement described hereinabove is to and shall run with the land. No modification of the boundaries of said Easement can be made without the prior approval of Spokane County. 0 IN WITNESS WHEREOF, have hereunto set /NY hand(s) and seal(s) this day of 19 1ieuzy Ltoyd , °h,c[.tAS, g ,4ecurcpt CD •' WWL? .E110-1-0 £L J Akeih PhtLL,pt A A A STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss / /�/ On this day personally appeared before me de �-L0 vcl f" personally known to me to be the individual(s) who executed the forgoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said individual(s), for the uses and purposes therein mentioned. Given under my hand and seal this day of , 19 Notary Public In and for 'ihe State of Washington, residing at Spokane, Washington., t 0 IN WITNESS WHEREOF, We have hereunto set °tie hand(s) and seal(s) this day of 19 PA / L /t0$ aEUELOP e-ArrTNC He .e y L-t-o yd 7 i-L, pr , eke S . Jc,..- e E. / ✓, 4ee. STATE OF ) COUNTY OF ) o On this day of 19 , before me, the undersigned, a Notary Public in and for he State of Wo- a-Li , duly commissioned and sworn personally appeared L1.4 Val l''htwt. , to me known to be tq PRESIDENT and JeAA-lroe E. / to me known $fire re- spectively, of Pk u..ps Llruecop'ueN I .:rac_ the Corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said Corporation, for the uses and purposes therein mentioned, and on oath stated that authorized to execute the said instrument and that the seal affixed is the Corporate Seal of said Corporation. 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 residing to v To From Subject Form 327 -C.R. Inter- office Communication 7) 7 /aG& L,LL >/ 1 l OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON ! 7 Date RECEIVED APR 3 1989 b Engineering EASEMENT DESCRIPTION RECpjf APR t ' il h' Engineering Situate in the County of Spokane, State of Washington. A Utility Easement over that portion of Section 32, T 25 N, R 44 EWM described as follows: Begin at the StI corner of Lot 5 Block 2 PONDEROSA FIFTH ADDITION, as recorded in Volume 16 of Plats, page 21; thence N 27 °24'23 "W, along the Westerly line of said Lot 5, a distance of 70.97 feet; thence S 60'47'04 "W a distance of 130.00 feet to the True Point of Beginning; thence continuing S 60 °47'04 "W a distance of 59.14 feet to a point radial to a curve concave to the Southwest with a radius of 623.46 feet and a radial bearing of N 60'47'04 "E; thence Southeasterly, through a central angle of 2 °58'56 ", an arc distance of 32.45 feet to the beginning of a compound curve concave to the West with a radius of 15.00 feet and a radial . bearing of N 63 °46'00 "E; thence Southerly, through a central angle of 54 °23'41 ", an arc distance of 14.24 feet to the begin- ning of a reverse curve concave to the Northeast with a radius of 50.00 feet and a radial bearing of N 61 °50'19 "[d; thence South- erly, through a central angle of 99 °26'24 ", an arc distance of 86.78 feet; thence S 71 °59'02 "W 115.00 feet; thence'N 04 °07'17 "E 185.00 feet; thence S 86 °20'26 "E 105.00 feet to the True P.O.B. OFFICE OF THE COUNTY ENGINEER • Ronald C. Honnann, P.E., County Engineer Washington Mutual Savings Bank 11205 E. Sprague Spokane,Wa. 99206 Dear Sir or Madam: RE: Ponderosa 7th Addition P1451 Phillips Development Inc. A DIVISION OF THE PUBUC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Very truly yours, February 8, 1994 Please be advised that Savings Assignment No. 023-0000 - 854833 -5 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat, dated October 2,1989, in the current amount of 34,300.00 may now be released. If you have any questions, feel free to call our office Ronald C. Hormann, P. E. Spokane County Engineer David P. Berta Plat Compliance Surveyor W. 1026 Broadway Ave. Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 TDD: (509) 324 -3166 TO: BILL JOHNS FROM: DAVE BERTO 9• DATE: November 29, 1993 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON SUBJECT: BOND ITEMS P1451 PONDEROSA 7TH ADDITION The bond for the above mention project is for the following items: 1) All the items on the approved road and drainage plans including the excavation for the "208" Swales. 2) Bond has been reduced to $4,300.00 to reflect work completed. 3) 208 area should be seeded but was not included in bond estimate, do not release unless this area is seeded. c: \wpdoc \dave \memo \items OFFICE OF THE COUNTY ENGINEER Washington Mutual Savings Bank 11205 E Sprague Spokane, WA. 99206 RE: Ponderosa 7th Addition PE 1451 Dear Sir 'or Madam: cc: Lloyd Phillips N. 8I I' Irl iri5.un A DIVISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.IE., Director July 3, 1991 C O U N `I' V Please be advised that Savings Assignment No. 023 -0000- 854833 -5 issued by your company for roadway improvements in the above mentioned subdivision, in the current amount of $5,200.00 may now be reduced to $4,300.00. If you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer ■ I, erry S x ims Plat Inspector Sp ■Line, lVA 9 I SO (50 'I5o -3000 I 5 0 0 ) -150-47 I5 PROJECT Ponerosa 7th PE 1451 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 1) Remove & Replace Curb for drainage 2) 3) 4) 5) 6) 16) Monuments 17) Barricade 18) Street Signs GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade 20) Top Course 21) Base Course 22) Asphalt Concrete 23) Curb Type A 24) Curb Type B 25) Curb Type R 26) Sidewalk NON - STANDARD ROAD ITEMS 1) Shape Behind Curb 2) Fill in saw cuts 3) 4) BOND ESTIMATE NAME J Sims UNITS EA ER ER EA ER CY EA LF LF LF LF ER EA CY SF LF DRAINAGE SUBTOTAL EA LF EA OTHER SUBTOTAL CY CY CY Tons LF LF LF SQ YD LS LS QUANITY PRICE 1250.00 1480.00 325. 00 330.00 320.00 14.70 610.00 20.00 24.60 30.50 24.00 1435.00 300.00 9.20 0.70 30 20.00 160.00 32.00 75.00 9.20 10.60 10.60 44.40 6.20 7.90 7.20 15.30 1 1000.00 1 800.00 GRADING AND SURFACING GRAND TOTAL IC 7 _ DATE 03- Jul -91 ere COST 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 600.00 0.00 0.00 0.00 0.00 0.00 600.00 0. 00 0.00 0.00 0.00 0.00 0.00 0 .00 0 .00 0.00 0.00 0.00 0.00 1000. 00 800.00 0.00 0.00 1800.00 2,400.00 Late 6//0n91 Inspector _,5tra,iks Weather a.m. Time Charged Contractor this Day - 1/2 or 1 Other County Personnel z _fro S a l'I +2 5 Lt SY1i Signing checked DAILY INSPECTION REPORT Pg f of OFFICE OF THE SPOKANE COUNTY ENGINEER a.m. p.m. 1 2 3 4 5 6 p.m. rdAd6 — 6p Project Name PQNa4 7 " Add Project No. CRP/ RID I Report No Contractorand/ • Sub(s) -Mt ve.1 Ecr . hl flis l; Wink Jar ra. Equipment List Ct.i r), INSPECTOR'S SIGNATURE Hrs. Used Standby Contractor Personnel Classific 1 2 L Z. s/„pe Number 3 4 5 6 ° Diary Section ,) S&.ape be ;n c( 4 • . �. ITEM NO. DESCRIPTION LOCATION UNITS OTY. OTY. TO DATE INT. OFFICE OF DIE COUNTY ENGINEER Ronald C. 14ormann, P.E., County Engineer Washington Mutual Savings Bank 11205 E Sprague Spokane, WA. 99206 RE: Ponderosa 7th Addition PE 1451 Dear Sir or Madam: cc: Lloyd Phillips N. 811 Jefferson 2 S P 0 K A NJ I2 y� ' iii3 C O U N A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director November 28, 1990 Please be advised that Savings Assignment No. 023 - 0000- 854833 -5 issued by your company for roadway improvements in the above mentioned subdivision, in the current amount of $11,000.00 may now be reduced to $5,200.00. If you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane Country Engineer rry Sims Plat Inspector 51'okane, WA 99260 -0180 1509) 456-3600 FAX (509)456 -4715 OFFICE OF T HE CO UIV rV ENG I IVEE TO: Tom Yake FROM: Jerry Sims Tr SPOKANE COUNTY, WASHINGTON DATE: November 7, 1990 SUBJECT: Ponderosa 7th and Ponderosa 8th Addition PE1451 & A 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. cc: Ross Kelley e late .S /2 Inspector SL! -rnk s Weather a.m. Time Charged Contractor this Day - 1 /2 or 1 Other County Personnel Diary Section `inch Ltst ✓A1t1F°INSPEGTION- REPORT Pg. l " of OFFICE OF THE SPOKANE COUNTY ENGINEER 1 2 3 4 5 6 pm /) 4 / -� h -.l: ,l u✓!, A . z S/o c Project Name Ssitr 7"- Add. Project No. CRP /RID p AR null Report No. Contractor and /or Sub(s) tips./ P rrr,! T. ,p1. VI[.'nk le .• Cv• . Equipment List Contractor Personnel Classification 1 2 3 4 5 6 Hrs. Used Standby Number Co sow 1 Llt.rsla araj aramenv 4 /• frananIbT.CSi1tfl , abaanianatnrant Co..'. t/17 1 $ 7 ° ° • Cony.. 7/17 Snrl. s) T- I II .r r.nrr.l✓i111 71 r., 5� ten./ '. S; r/n.t.l r1 ri.,r sin Pit 59.92. I I C..O 0 7) .5)Ts,,. i/ art,. <nnk.:,r r,,• i ru ^d 5 ;• }ni 9)1:511 ;., <,.v e...fd ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. Signing checked mod ✓ej-rinr r or vP, "C am P m. Guvi, rl✓n;.n r�r tl. INSPECTOR'S SIGNATURE $ O n {:�} �, :. /.. " /NtzS i T 5 vy242_ .15 s r 22o goo 5"/ 3 7/1 SPOKANC COUNTY COURT HOUSE Washington Mutual Savings Bank 11205 E Sprague Spokane, WA. 99206 RE: Ponderosa 7th Addition PE 1451 Dear Sir or Madam: cc: Phillips Development PUBLIC WORKS DEPARTMENT OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 May 25, 1990 Please be advised that Savings Assignment No. 023 -0000 854833 -5 issued by your company for roadway improvements in the above mentioned subdivision, in the current amount of 543,000.00 may now be reduced to $11,000.00. If you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer J Sims P at Inspector Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260 -0170 (509) 456 -3600 Inter- office Communication (c Y=- To From Subject form 327 —C.R. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date CTr r nia.r C VQ ) V late 31Z3%90 Inspector 4 'krnnk Weather a.m. Time Charged Contractor this Day - 1/2 or 1 Other County Personnel Diary Section 51„pe rlrl:nn uvick L/ .th DAILY REPORT OFFICE OF THE SPOKANE COUNTY ENGINEER 1 2 3 4 5 6 e . fennel n, NEM. g ra.5s sty( � ST) r,sh,II 3 i4 ar,. nr.r [met of 2-4° 7) RP o,.. ,,„<r etrinta Sje '-30 ..r r...,/ Signing checked am pm p.m. 1) S1+Dy+G I.in<f et4Vti A0-R/wtQ 2-t Clair Project Name Pnnrler 7tL.Arlr(. Project No. CRP/ RID FAat- H Report No. Contractor and/or Sub(s) 7e,.re1 Fwon,7 W:., k 1, y r.a • Equipment List Pg of I Hrs. Used Standby Number Contractor Personnel Classification 1 2 3 4 5 6 z) E a Z rla,,.hle hnrrel ilr, -..1( a* 561 / ?+RA CJIC-h. 11 i »4 5f I'i +6Y 304*I . 5- � 0"a l „� I s/4i ly+1.67 l-n (Orrr..& en et, fir: qv, "q! .7t ,j&a 0 J A) Ztirl -tell ynknnr t q.. -f. ton,( S,r, 9) fII in saw Gust in ex:<�-:nq nine) .+.F 39th A . Tf rlrin1I)C rnN4l no line suneln-,..,f rl rls, L s 1 /vtt9_91. f i 280 INSPECTOR'S SIGNATURE / _____ o /305 — st /v +L-r Li- ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. Savings Certificate in the face amount of Bank of Ph i 1 • r »#- -, n rn an d rainage de as secu S S I G N M E N T in the typical section and roadway improvement specifications for (; , 198 7 and on file in the Office of the County Engineer. Any interest benefits accruing under said savings certificate shall remain the property of ��ji s Said savings certificate to be released to �s or any other party only with the prior written consent and agreethent of Spokane County. PROVIDED, FURTHER, the undersigned does hereby authorize idyl(,;,, h /%vla/ S,a,,,A. r to pay over to Spokane County all or a sufficient portion of the moneys in the savings certificate referenced hereinabove upon written documentation being received from the Spokane :County Engineer indicating that the purposes for which the savings certificate" 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, /%47( DUc�n/1 iir /. %sa hereby authorizes Ay44 ,4, J 6 ir ,44J/ S. , ,, to r ease to /Spokane County that amount of money requested up to the maximum amount in the savings certificate. DATED this O . 4 4 day of ( � � f , � y , 198 7 . On :this day personally before me H. Lloyd Phillips known to be the individual described in and who executed the within instrument, and acknowledged that he signed the same as tary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 2nd BANK OF Washington Mutual Savings Bank r Branch full and faithful performance by the construction of certain roads, as specified in said subdivision, dated Secretar , 198t. , to me and foregoing free and volun- da of October , 198. C_c{'t l (r k.i'. Notary Publi C4 In and for the State of Washington, residing at Spokane, Washington. My commission expires on May 10, 1992. • PROJECT Ponderosa 7th Addition pe1451 DRAINAGE ITEMS UNITS QUANITY PRICE COST 1) Drywell - Type A EA 1250.00 0.00 2) Drywell - Type 8 EA 2 1450.00 2900.00 3) Grate - Type 1 EA 310.00 0.00 4) Grate Type 2 EA 330.00 0.00 5) Grate - Type 3 EA 2 320.00 640.00 6) Backfill For DW CY 80 11.25 900.00 7) Concrete Inlet EA 575.00 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 1435.00 0.00 13) Solid lid - EA 300.00 0.00 ' 14) Ditch Excavation CY 275 8.50 2337.50 15) Sod SF 0.50 0.00 NON STANDARD DRAINAGE ITEMS 1) 2) 3) 4) 5) 6) GRADING,. SURFACING, CURB, AND SIDEWALK NON - STANDARD ROAD ITEMS 1) 2) 3) 4) BOND ESTIMATE .NAME js DATE 08- Sep -89 0.00 0.00 0,00 0.00 0.00 0.00 DRAINAGE SUBTOTAL 6777.50 16) Monuments EA 2 140.00 280.00 17) Barricade LF 40 32.00 1280.00 18) Street Signs EA 1 75.00 75.00 OTHER SUBTOTAL 1635.00 19) Rough Grade CY 955.5 8.50 8121.75 20) Tc.p Course CY 159.2 10.60 1687.52 21) Base Course CY 318.5 10.60 3376.10 22) Asphalt Concrete Tons 326.5 40.00 13060.00 23) Curb Type A LF 5.60 0.00 24) Curb Type B LF 7.10 0.00 25) Curb Type R LF 1223 6.50 7949.50 26) Sidewalk SO YD 14.00 0.00 0.00 0.00 0.00 0.00 GRADING AND SURFACING 34194.87 4 3oeo,ao GRAND TOTAL L 42607.37 ITEM ITEM STREET QUANTITIES PROJECT NO.- PE1451 DESIGNER- JS PROJECT DESCRIPTION- PONDEROSA 7TH ADD DATE- 9/8/89 STREET # 1 NAME- SUNDERLAND DRIVE LENGTH- 474 FT. WIDTH- 36FT. BEGINNING STATION = 985"68 ENDING STATION = 1459.82 INTER # 1 'T' INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20^00 TERM # 1 : CHOPPED TERM # 2 : CUL-DE-SAC STANDARD TEMP RADIUS = 45^00 RADII = 20"00 MEASUREMENT QUANTITY SURFACE AREA- 21247.43 S.F. ROADWAY EXCAVATION 1.00 FT. 786.9 C.Y. CRUSHED SURFACING TOP COURSE .17 FT. 131.2 C.V. CRUSHED SURFACING BASE COURSE .33 FT. 262.3 C.Y. ASPHALT CONCRETE .17 FT. 268.9 TONS CURB EXISTING 0.00 FT. PROPOSED 970.2 FT. STREET # 2 NAME- 39TH AVE LENGTH- 164 FT. WIDTH- 36FT. BEGINNING STATION = 0.00 ENDING STATION = 164.40 TERM # 1 : CHOPPED TERM # 2 : CROSS STREET EXCLUDED EW 0.00 PW 18.00 SK 0.00 RAD 20.00 MEASUREMENT QUANTITY SURFACE AREA- 4550.40 S.F. ROADWAY EXCAVATION 1.00 FT. 168.5 C.Y. CRUSHED SURFACING TOP COURSE .17 FT. 20.1 C.Y. CRUSHED SURFACING BASE COURSE .33 FT. 56.2 C.Y. ASPHALT CONCRETE .17 FT. 57.6 TONS CURB EXISTING 0.00 FT. PROPOSED 252.8 FT. TOTALS ROADWAY EXCAVATION 955.5 C.Y. CRUSHED SURFACING TOP COURSE 159.2 C.Y. CRUSHED SURFACING BASE COURSE 319.5 C.Y. ASPHALT CONCRETE 326^5 TONS CURB 1223.0 FT. .-^~~� '76( 45C!;i7A BOND EST FORM PROJECT // p4 r _, c a 7 - NAME Item 0 / Drainage items Units Quantity 1) Drywell - Type A' EA 2) Drywell - Type B EA 3) Grate - Type 1 EA 4) Grate - Type 2 EA 5) Crate - Type 3 EA Z 6) Backfill for DW CY S O 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 21 15) Sod SF Non Standard Drainage Items ✓L.5 T DATE % '70 -29 Price Cost Std Bdl Dwl Conc _Dia _Dia _ Dia OTHER Page Dwl Dwl BRF Inlet Pipe Pipe Pipe 1) P 7 s 15 e/z - s- -T 19 2) 22. 4_9 L C - ' x io� = �z � —, Z7 X 3.3 3) 4) 5) 6) 7) 96/4 (1) (3) (9) The to (St open I f it loCk I sha I 8 /oc-k 0035p b© t .2- (3 toc_k I [oT 3 fat (c I (sew - oh OFFICE OP TUE COUNTY ENGINEER Spokane County, Washington Date: 7 , 1989 TO o�(t�cS -O� &/Ly r(.orvS FROM : ,o,Y{� CM' j" �f RE . Standard Drainage Language for the Dedication or / A A /n-S - a / /¢ Drainage easements, as platted and shown hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right -of -way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. (2) The owners of Lots , , & , of Block , and Lots , & , of Block , shall be held responsible for keeping open and maintaining the path of the natural or man -made drainage flow over and across the property. The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. (4) Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas, nor the responsibility for any drainage, whatsoever, including but not limited to inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. (5) Development within this subdivision shall conform to the requirements of the National Flood Insurance Program and Chapter 3.20 of the Spokane County Code. The lowest floor, including basement floor, for any structure shall be constructed according to the requirements of'.the Spokane County Flood Zone regulations in effect at the time a building permit is issued. Purchasers of property in this subdivision are warned of possible flooding or ponding and the potential requirement to purchase Flood Insurance. This warning shall be carried in each and every deed drawn to transfer ownership of any and all property within this plat in the Area of Special Flood Hazard. p {I ALL An approved /0lot grading plan exists for .. , _, -and ----- , R' ^ck _, and- SoES r Grading must conform to said plan on file in the County Engineer's office. (7) Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. (8) The owner(s) or successor(s) in interest agree to join in any County approved Stormwater Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, constructing, maintaining, or operation of stormwater control facilities. 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. / an 5 �cc vt 6n57 or / be as 4, ita,s; � Z F? o-.0 w tJ DATE ,uis tc 1 _1968 -_ —_ -- CHP /RUD /PLAT /2.C. No. - -__--_ FEDERAL/STATE PROJECT NO. PROJECT TITLE 1pN 4„54_ t rro0 PROJECT LIMITS EXISTING CONDITIONS: ROAD WIDTH ROAD SURFACE AVG. DAILY TRAFFIC REQUEST FOR DESIGN DEVIATION ROAD NAME JJ AvE PROPOSED IMPROVEMENT: Ciirrent Design Year PROJECT DESCRIPTION p a4P 3.3 Ac¢e: 1.i7o S LOTS DESCRIPTION OF STANDARD INVOLVED_pesAg OF 'bO t4.944. 0L4g Q(J_ c A VASta ,- C l w 'IF. of 24 FEAT PROPOSED DESIGN DEVIATION A,t_t_cWl A 1/L r1cAc.. C.J a1(F of inn FLAT C U 39 T ' 4 :003e 7-I 511!- LikiLtatamF F JUSTIFICATION_Ilm __tt, A t 04L> 5ecmct? , Cuts wol 146.1C. TQ_ L.osoi paKK to t4MtE. A Proem •M-x, itkozOctirre a .. /pm -ir,e t_ CoRVE T sLc, List eeR. 'o t- 1F.sSs)�- szer_ ±S&$ :arZ acre. • 14&20S!? (S 't-`1S FTE-T I.e“tr • F'ZaM -rue C. OF N(O09e0FF -(o T41F 4- • s ( rt at.n Se S. c 4a t l4a. ...A ALGr S€ I.b4 FPE.T a 141E 7a tS ?'c (L-+C ,IMT*4 r •a CP; ?bit/ Oh ,* Zcv.n -n. c1 Ja09- Aca4X1, St De 714E 7-0 Alb WE 01-ICE. 9P ten 1 I. I(..S _Era _I-An 1 . 3 ' 1 1 _Ze 'R-4C 4 nF StS CKla( M.41 MNr. IT IS )-tor 170 -p. 'TD P47 co2VQ I .Lr 0013. 7 ion Frier (V }s.4 AILG'• lcAVl1(.L � _�.X1 U1 '2oA.D Mr%444= Noa"76; A .. ,. 31-1 5( DE t f TN-1Z A ) f tim :iva 'nkt tleove+F ar) 1- e,O_ Submitted By cq/e. 789 Date STAFF RECOMIlt.:NDATIoNS _ Q--1 4,1t4<\A...1/L.. .! Ve4 - rt - • - 704:` 9 .- • - 0)--.,>Ale-rit.... _ _._ C1.4. 4-9-? xyin4Hrf. . ... cAPAA-4k? A pi,r --jZ t ra 7 41 Z-i' ) )1\--iia-cricl-1- f lii Syc•-t44-44.1—Eat-C4r. ..?eo.ser-T tat...ataeattsr_.. _. _ 9-:_e0).-) es 3 F k an St T( _ pw a Atoi-D 0 P E1-4 ..Sag 7 Fqc.7 - Approved Not Approved LEI Li - f rao woe-ce) 4/777- /2a-nu jiee / • - Approved Not Approved iii Approved Not Approved - Approved fr y Not Approved Li • Ft...644Mit4G4 Date s elzo-Se.s.T s4athc.K.(re Ea--1000eZre_. ti r a f f l e Enginee . Date Z - 7 5t 6 r- f 3 Date Ofiattatcstov-r etbr-Yen, weE!?__ • County Engineer Date _JAC _ REQUEST FOR DES I UN DEV [AT ION ROAD NAME 3°J b DATE Jul. . 19 ea CRP /RID /PLAT /Z. C. Nu. FEDERAL /STATE PROJECT NO. PROJECT TITLE ?p.14:2=4 _ PleTypato F 3 PROJECT LIMITS EXISTING CONDITIONS: ROAD WIDTH ROAD SURFACE AVG. DAILY TRAFFIC Currenit Design Year PROJECT DESCRIPTION lawc 3.5 Ac2as t 1370 $ L,p7^S DESCRIPTION OF STANDARD INVOLVED Z � Pdz0 OF 80 M.R WUIG4F Wcws.0._ C tM-4 - rot A 4L1tR.t1 A4. C c. _QE 240 Fee.T. PROPOSED DESIGN DEVIATION &LLOW A 1��t ?lc. A � C., +2ui. of I01 Fe r ow 'JI�I &E.tt.)P 3 44.3 _ S�t�OQ2u FP JUST IFICATION4ylifr___ k _ Tat: lgL 7F.GnoQ. CA.&S e.,Dt,n amiC. • sea • JRVE, D(t Site 1JS0 here 13e: _ t-Ya__ r}4 ° P�ac� i 3 `1 S Fax LA taSq part -rt4E et. OF Sa 92Ui=F •0 T4F. UJ} LE5.9_ a CF ease* ?Mitch i u ac,gne.) _ -rue. Roan we I.U. OFgtrc & 16_5 __EFTS sue- 4 rut Co- nF StSwltlir 4 tIN It iS t.er Tlo44(P3t.t. hp- A l /V.£.71 c_AS,. cc.'tj 1 iw Afj , (Qn pe •u }1.', ALGA L6'AVl Mn4e. C Lk00462, A,, n;JC. s, Q&. szf TH{h M.Ct) t " t(F> =riyya -rt) C faocibeti) "f is sCpl"77nt. Submitted By PROPOSED IMPROVEMENT: •.41r • Se Date STAFF RE.COMMFNO.VU I ON'; • te1.A ku -- _ . • _ " --- • • .... — - A ppr ` 11 it 4 _ fk-e-t-i-ema--Eu.8444.e«-r Date ?1:20•Jea tAdvalscstre._ • Li Approved Not Approved U. .FLA,141404c., . - Traffic Engineer . Date Approved Not Approved 111 0 f f-4-e. Cern-err Da t e ??- t-rlea.at.Gtal-kasr Approved Not Approved - Approved Not Approved Li • Di Date LVO ESV-KINOJEGra- County Engineer Date • ® Stop Sign T Road Name Sign : SpoK. Cnty. Std. • All signs shall be. located as specified in the manual of UniformTraffic Control Devices. Street Signs shall be. installed after the installation of the curb and pavement. 3 SCALE.: l" = 50' Curb Line I a -e x`gle R. 20.00 L= 30.31 Curb Line 8659 3'e R= 20.00 L = 30.31 NOTE : Lowest bu Eleva'Y ion Elevation Elevation of Ponder � tee r� \l n nj 1. r I I i 1 4.1) .2. 6 I.-- . i 0 - , . I . 1 _ - I Existing Groune{ EC : . ' i ; • . t ; .. at Prop. Line . ' • . . rop of Elias ing Curb F — — — 2 N az . 1 . o N ? 1 ,t • - -- - -- - - LEFT - - I I -- , to c o — .4\ 9 os. L-- • -4 r" ' . ' C n Y' o: 0: . 5 : 1 °< _ 0 0 I tr ••... _ I .... (t) Mi 0 . 11,0 N I 6 - 1/49 %., ...0 1/49 • O n N 4 cii 1 c \4 I • • r's o 1/49 ' . .. ..._ 1/4i i - . • i:: 0 s . 12 ki ,...1 , ... . _ • 4 .■ /Do v. C. • _ co / ea . . ..... ..... ._ ate 2. c r a ., I - - 20‘,0- tn - • + 1/49 1 . O 0 O N > .._ Fristing Groand.f. . • ( T . ,. r E x i S t 1,29 Rsphair_ar ibi2070 c ' I 50% VC. . — - t" i _.,-. •- ■* TT I 7. 'I- 7 -- L . ...- ... - 1 2065 CU PROOL o60 2070 4). c t n 2 0 0 N 1/4.1 •••• ----- CURB _ • 0 t 20G0 • • ‘i ° -- • • - 4 - : IS S . -_—_-_ co j (1/49 2; • -- - - c? ij I ° • • • „, • -1/4J - . • u ".1_ P (3".° t e • r- 1/49 - - 0 E xisting.&roanct u -- '1- - at Prop.- Line S 0 k Top or EA Wins Curb i bt 4P l'Ci , •ix, . 2 - 7 /42V- -- . r — e . ' I t - - -- ll' ". t-tc. .7: <sin rn a 11 0 in N M c.1 V1 4. ‘9 N9 4 ■.9 Q 0 0 / to ' . .-,- :; I N ej • -.s ; cr; o -1 41 --- lea v.c. P I. ■ DATE ,‘t.6. tl J _ig g9 FEDERAL /STATE PROJECT NO. PROJECT TITLE._19AV$e4.414._ ft 74__NP rnot.4_ EXISTING CONDITIONS: ROAD WIDTH ROAD SURFACE AVG. DAILY TRAFFIC 7 Current Design Year PROJECT DESCRIPTION 'flbJcuP 3!3 A ced tISTO REQUEST FOR DESIGN DEV LAT ION ROAD NAME 3 b.'E CRP /RID /PLAT /Z. C. No._ PROJECT LIMITS PROPOSED IMPROVEMENT: 15__L1ots DESCRIPTION OF STANDARD INVOLVED __514 _ OF 30 rl.R.O. _slut _Ado U�— ct&t.L- Fee LV afQc- rf+ol(F. ot_ZC, Far. PROPOSED DESIGN DEVIATION ALL W A JtcancS.. C.tN.4r. aF ICXI FN3T au 4 114 ezffettN12.___14/..egodoir t_____WalfgauLe JUSTIFICATION 'Th _ t4 A fl& LKntZ eartn#3 , cas t.,n� r 4 — Ta_SS.ory KKK TO t4*v-e. 9. Tvapt Man vrwYR#FOtt.fi • A l /avnr4t_ CORN& Dteslat et e.g. 36 MP Aft ' :1.3bT_ $&- JyccC4t Y. _s}4C. IL '&4e. F£R_T Lout., Eggs( TLUE cr.. a F WOD�QUI =F to TI4F. Ct, SIDeaLMAIS_A.—C-Ait..-3.144iisett-Mer 'fS t% F_t.t N� 7dz�? ' F�-� .- L.84 FFST SE ?NE 4A ?7u t✓r 'LA I'M �aZ* ?AVtuc, i EX t nraq 6.404.3 S AAA:, x, St Oa- _ rt4e, 20 Ara «/e d%E. 9a t S IC0S SEES 4 OF `bl-it:ern A*ts 1.414% tr ty rU,T f4+iOf .. $Z_247 A t/vLttc - L. 40 tOZ I i■v.. T.L,As. tau FaSr .0 SA) inert . t_rAVtN(ti Tl __EXLsolucl SAX, Attmua C Noo'ez, A. nwrc.l 5(0E nF I W, M.a.) f r(FL°TD.n. i &G. ' oPb ,et tNTLJR.Ser nnL_ 7....... Submitted By coieisci Date STAFF RECOMMENDATIONS ft I Appro4d 1 i e-t -ic c Date I ?ee.1P�T_ cIksNbti. _____ _._ ._12- ic0)-'EsT nts TaelirI fl s, ve7 ; n"✓ . _ __ E 59 77 S Fgc,.Th 'Lt-`f Approved Not Approved LEI Approved Not Approved Li Approved Not Approved Pt. A NNI ucb raffle Engine Date 'Z wrays&c Cer'c%CO Ain /2CQuj .570. 06S /GN ,lapc, a xlrS, Date rtS. t5►4ast:,EAc4t14a tx_- Approved Not Approved _ -�j i6.. - r� fs= D L� L L..,.�. Date Cam" A.'RelSo - C,n1.34302- County Engineer Date 41 0 t4 8-o xiSting_Ground. f I - 13 N nj kJ v• N 0 ci N 0 (NI .00 r- • kg u ' • - ----- k9 0; 0 ••• — 4 ( N E xis ting_6 roaa u al' Pro p.- tine- - _ — 2070 2065 2070 LEF 2-065-- CURB 0- 2 KIS t in9 rounc{ -62.4132v.c. 'at Propt Line ;-rr- r "Tar 7:TrinTr 6- N- m t - N d /Go ,v. c. N3 km • i f_ExI5 h&j:A sptiait:ar__E _ • - r - -- 33 • - 4_ . 7 • - • - ___ - ‘9 N 0 0 . • " *- Ca 4 9 E j 9 s t. C ----- U N 4 ,f; UI 100' VC. rJ 0 N 0 • — -1. t Top of_Eaisring_Cur# • = Stop Sign T Rood Name Sign :` Sp•K. Cnt8. Ltd. - All signs shall be. located as specified in the manual of UriiformTraffic Control Devices. Street Signs shall be. installed after the installation of the curb and pavement. SCALE; . d = 50' 2 r NOTE : Lowest bu Elevation Elevation Elevation of Ponder �i a 4 • Depth Profile Sample # DESCRIPTION OF MATERIAL Il 3.Aad / 2 /451 .6i�•cdA/ 4:94-5:7, 2 V C 6 gm // �2/ .5A.,/c/ 7 / 4» 4 w ` 6 SM..Jd /0 d d // g »i A 4 ,s 1 s, •/ s 47,/1 13 1 !14 c sAAwr6/•� A4s /7 46t� /h R. ^ -/% /c, .1/0,... Aa "• Dec, / /� .t or C�f.ba�e A/l / 7 /7 7 / ec, p /7e".7. ,..4 u / 2 / �PA, ..5th-2-7 to e9i4eye / /e$/ ulg If L 0 / 2 /et ) /t ' .P hugi (,A. 41-15 17" f/PPA a /I4 4,pafe0 )1/ ,,. /acc .4,4,4J.t9e Gr-wd h,e Job No. "2,7// Section Sta „�� /17‘1,9 BY ,j // / //7 /A/4 O SOIL BORING RECORD Offset Date /D 02 6 - 87 / i 30 / ,l1 Hole No. Sheet / of 2- Elev. 4C/ SE /7 !/ /Ou3 '2N /o •j 5Coc 42* 6z / 1 j, t4 S a 4 //� L y on. C/ ° ,C,r>a SA,✓� 4.ee To ,,>7 e,e ✓,o ✓5 0,t DA."a ; .✓n �- nese /, / z "/J66 ✓ r / Dey w� /Js ,ee 6 ,O /•aced A"eo.•,dd 34”; •/co o.✓ ea p ti,✓cs • Depth Profile Sample M1 DESCRIPTION OF MATERIAL II o�ad / 2 ( ,, / Moog -J.4/ ,C� 5. // 3 H 3 \ G 7 ,� L fil, /4/ e ggen,,v S, /J ,5/iil /J 9 A ,.s /, / �ilo7 4/ (/7 c5: J /o /7 /z )3 10 % was / A WAA2 SS ,Yi /d a LC /(. /� ne• �� 6 OY e 5,rcj > €- / X / co-x-. / s ✓L /en-4 ,9J' Xi/ C / ,S C A5 g% / Job No. M�/1_s/ Date A' Section ,S.i„/a, /" ,C,gn -, 4 39 Pub Sta /V7`‘ y / Offset gD / ,1e, El ev. �lr, By 440/4 / % /� / /�•+ SOIL BORING RECORD Hole No. .Z Sheet 2 of 2- FROM ANGLE DIST NORTH EAST TO Drainage Easement PE1451 5/12/89 AUTO INVERSE ***** START 1445.32869 1123.48573 59 59 INV S 60 47 04.0 W 59.1400 1416.46265 1071.86895 10 RADIAL N 60 47 04.0 E DELTA 2 58 56.0 RT RADIUS 623.4640 TAN 16.2292 . L-ARC 32.4510 RADIAL N 63 46 00.0 E RP 1112^15197 527.71606 9 10 CHORD S 27 43 28.0 E 32.4474 1387.74038 1086.96411 8 TAN@PT S 26 14 00.0 E RADIAL N 63 46 00.0 E DELTA 54 23 41^0 RT RADIUS 15.0000 TAN 7.7081 L-ARC 14.2405 RADIAL S 61 50 19.0 E RP 1381.10996 1073.50909 7 8 CHORD S 0 57 50.5 W 13.7117 1374.03061 1086.73342 6 TAN@PT S 28 09 41.0 W RADIAL N 61 50 19.0 W DELTA 99 26 24.0 LT RADIUS 50^0000 TAN 58.9997 L-ARC 86.7778 RADIAL S 18 43 17.0 W RP 1350.43277 1130^81450 5 6 CHORD S 21 33 31.0 E 76.2894 1303.07825 1114.76618 4 TAN@PT S 71 16 43"0 E 4 INV S 71 59 02.0 W 115.0000 1267.51054 1005.40467 60 60 INV N 4 07 17.0 E 185.0000 1452.03213 1018.70058 61 61 INV S 86 20 26.0 E 105.0000 1445.33041 1123.48649 62 LAT & DEP ~0"00172 -0^00077 62 HCLOSE S 24 01 57.0 W 0.0019 1445.32869 1123^48573 59 PREC = 1 TO 316547 Area = 12913.02 sq ft 0.29644 ac FROM ANGLE DIST NORTH EAST TO Block 1 Sideline PE1451 4/19/89 AUTO INVERSE * * * ** START 1000.00000 1000.00000 1 INV N 8 12 54. C) E • 90.0000 1089.07650 1012.85992 2 INV N 5 31 35.0 W 176.1600 1264.41770 995.89498 3 INV N 71 59 02.0 E 125.0000 1303.07825 1114.76618 RADIAL N 18 43 17.0 E DELTA 54 23 41.0 RT RADIUS 15.0000 TAN 7.7081 L -ARC 14.2405 RADIAL N 73 06 58.0 E RP 1288.87189 1109.95168 31 4 CHORD S 44 04 52.5 E 13.7117 1293.22839 1124.30511 32 TAN @PT S 16 53 02.0 E RADIAL N 73 06 58.0 E DELTA 25 05 56.0 RT RADIUS 623.4600 TAN • 138.7823 L -ARC 273.1118 RADIAL S 81 47 06.0 E RP 1112.15415 527.71917 33 32 CHORD S 4 20 04.0 E 270.9333 1023.06996 1144.78176 34 TAN @PT ,S 8 12 54.0 W 34 INV S 8 12 54.0 W 43.5200 979.99653 1138.56327 35 35 INV N 81 47 06.0 W 140.0000 1000.00085 999.19983 36 LAT & DEP - 0.00085 0.00017 36 HCLOSE S 11 19 02.7 E 0.0009 1000.00000 1000.00000 PREC = 1 TO 991061 Area = 41474.65 sq ft 0.95213 ac FROM ANGL~ DIST NOR.- EAST TO Block 2 Sideline PE1451 4/19/89 AUTO INVERSE ***** START 1508^78125 1236.94837 11 11 INV S 27 24 23.0 E 70^9700 1445.77663 1269.61578 12 12 INV S 21 00 17.0 E 91.0500 1360.77683 1302.25218 13 13 INV S 14 35 17.0 E 91.0500 1272.66212 1325.18473 14 14 INV S 8 10 17.0 E 91.0500 1182.53652 1338.12609 15 15 INV S 1 49 22.0 E 89.1300 1093.45162 1340.96115 16 16 INV S 3 25 52.0 W 5.0000 1088.46059 1340.66191 37 37 INV N 86 34 08.0 W 12()^9100 1095.69686 1219.96864 38 RADIAL S 3 25 52.0 W DELTA 86 16 46.() RT RADIUS 20"0000 TAN 18.7417 L-ARC 30.1172 RADIAL S 89 42 38.0 W � RP 1115^66101 1221.16561 39 38 CHORD N 43 25 45^0' W 27.3512 1115.55997 1201.16586 40 TAN@PT N 0 17 22.0 W RADIAL N 89 42 38.0 E DELTA 16 52 29.0 LT RADIUS 673.4600 TAN 99.8967 L-ARC 198.3471 RADIAL N 72 50 09.0 E RP 1112.15783 527.71446 41 40 CHORD N 8 43 36.5 W 197.6310 1310"90298 1171.18065 42 TAN@PT N 17 09 51.0 W RADIAL S 72 50 09.0 W DELTA 49 51 21.0 RT RADIUS 15.0000 TAN 6.9717 L-ARC 13.0522 RADIAL N 57 18 30.0 W RP 1315.32964 1185.51259 43 42 CHORD N 7 45 49.5 E 12.6443 1323.43141 1172^88875 44 TAN@PT N 32 41 30.0 F • RADIAL S 57 18 30.0 E DELTA 108 30 02.0 LT RADIUS 50.0000 TAN 69.4551 L-ARC 94.6846 RADIAL N 14 11 28.0 E RP 1350.43730 1130.80929 45 44 CHORD N 21 33 31.0 W 81.1577 1398.91147 1143.06713 46 TAN@PT N 75 48 32.0 W RADIAL S 14 11 28.0 W DELTA . 49 51 21.0 RT RADIUS 15.0000 TAN 6.9717 L-ARC 13.0522 RADIAL S 64 02 49.0 W RP 1413.45372 1146.74449 47 46 CHORD N 50 52 51.5 W 12.6443 1406.88921 1133^25720 48 TAN@PT N 25 57 11.0 W RADIAL N 64 02 49.0 E DELTA 3 15 45.0 LT RADIUS 673.4600 TAN 19.1790 L-ARC 38.3477 RADIAL N 60 47 04.0 E 'RP 1112^15982 ' 527.71367 - 49 - 48 ' CHORD N 27 35 03.5 W 38.3426 1440.87338 1115.50255 50 TAN@PT N 29 12 56.0 W . 50 INV N 60 47 04.0 E 139.1400 1508.78714 1236.94249 51 ~ __ LAT & DEP -0.00589 0.00588 51 HCLnSE S 44 55 16.1 E 0.0083 1508.78125 1236.94837 11 PREC = 1 TO 130451 Area `: 53766.82 sq ft 1.23432 ac FROM ANUL_ DIST NOR-I EAST TO Block 3 Sideline PE1451 4/19/89 AUTO INVERSE * * * ** START 1033.55918 1337.37024 17 17 INV S 6 52 47.0 W 37.9100 995.92213 1332.82918 18 18 INV S 8 12 54.0 W 57.4900 939.02205 1324.61454 19 19 INV N 81 47 06.0 W 140.0000 959.02638 1186.05110 20 20 INV N 8 12 54.0 E 57.4900 1015.92646 1194.26574 52 RADIAL S 81 47 06.0 E DELTA 1 03 48.0 LT RADIUS 673.9600 TAN 6.2541 L -ARC 12.5078 RADIAL S 82 50 54.0 E RP 1112.22729 527.22134 53 52 CHORD N 7 41 00.0 E 12.5076 1028.32179 1195.93798 54 TAN @PT N 7 09 06.0 E RADIAL N 82 50 54.0 W DELTA 86 16 46.0 RT RADIUS '0.0000 TAN 18.7417 L -ARC 30.1172 RADIAL N 3 25 52.0 E F.'F' 1025.83187 1215.78238 55 54 CHORD N 50 17 29.0 E 27.3512 1 045. 79601 1216. 97935 56 TAN @PT S 86 34 08.0 E 56 INV S 86 34 08.0 E 120.9100 1038.55974 1337.67262 57 57 INV S 3 25 52.0 W 5.0000 1033.56871 1337.37337 58 58 LAT 8< DEP - 0.00953 - 0.00313 58 HCLOSE S 18 10 20.4 W 0.0100 1033.55918 1337.37024 • 17 PREC = 1 TO 45993 Area = 13158.58 sy ft 0.30208 ac FROM ANGLE DIST NORTH EAST TO Plat Boundary Pe1451 4/19/89 AUTO INVERSE ***** START 1000.00000 1000.00000 1 1 INV N 8 12 54.0 E 90^0000 1089.07650 1012.85992 2 2 INV N 5 31 35,0 W 176^1600 1264.41770 995.89498 3 3 INV N 71 59 02.0 E 125.0000 1303.07825 1114.76618 4 RADIAL S 18 43 17.0 W DELTA 99 26 24.0 RT RADIUS 50.0000 TAN 58.9997 L-ARC 86.7778 RADIAL N 61 50 19.0 W RP 1350.43277 1130.81450 5 4 CHORD N 21 33 31.0 W 76.2894 1374,03061 1086.73342 6 TAN@PT N 28 09 41.0 E RADIAL S 61 50 19^() E DELTA 54 23 41.0 LT RADIUS 15.0000 TAN 7.7081 L-ARC 14.2405 RADIAL N 63 46 00.0 E RP 1381.10996 1073.50909 7 6 CHORD N () 57 50.5 E 13.7117 1387^74038 1086.96411 8 TAN@PT N 26 14 00.0 W RADIAL N 63 46 00.0 E DELTA 2 58 56.0 LT RADIUS 623.4640 TAN 16.2292 L-ARC 32.4510 RADIAL N 60 47 04.0 E RP 1112.15197 527.71606 9 8 CHORD N 27 43 28.0 W 32.4474 1416.46265 1071.86895 10 TAN@PT N 29 12 56.0 W 10 INV N 60 47 04.0 E 189^140() 1508.78125 1236"94837 11 11 INV G 27 24 23.0 E 70.9700 1445.77663 1269.61578 12 12 INV S 21 00 17.0 E 91.0500 1360.77683 1302.25218 13 13 INV S 14 35 17.0 E 31"0500 1272.66212 1325.18473 14 14 INV S 8 10 17.0 E 91.0500 1182.53652 1338.12609 15 15 INV S 1 49 22.0 E 89.1300 1093^45162 1340.96115 16 16 INV S 3 25 52.0 W 60.0000 1033.55918 1337.37024 17 17 INV S 6 52 47.0 W 37.9100 995.92213 1332^82918 18 18 INV S 8 12 54.0 W 57.4900 939.02205 1324.61454 19 19 INV N 81 47 06.0 W 140^0000 959,02638 1186.05110 20 20 INV N 66 10 18.0 W 51.9200 980"00134 1138.55676 21 21 INV N 81 47 06.0 W 140.0000 1000.00626 999.99332 22 LAT & DEP -0^00626 0.00668 22 HCLOSE S 46 49 38.2 E 0.0092 1000.00000 1000.00000 1 PREC = 1 TO 178537 Area = 142338"41 sq ft 3.26764 ac FROM centerline Sunderland F'E1451 4/19/89 AUTO INVERSE * * * ** START 20 INV N 66 10 18.0 W 25.960 50.5100 24 26 LAT & DEP 27 HCLOSE S 25 43 58.9 E 0.0101 PREC = 1 TO 51822 No Area FROM ANGLE DIST Centerline 39th AUTO INVERSE * * * ** START 16 INV S 3 25 52.0 W 28 INV N 86 34 08.0 W 29 INV N 86 34 08.0 W 30 FROM ANGLE INV N 8 12 54.0 E RADIAL S 81 47 06.0 E DELTA 37 25 50.0 LT RADIUS TAN L -ARC RADIAL N RP CHORD N TAN@PT N INV S 648. 4600 219. 6843 423.6301 60 47 04.0 E 10 30 01.0 W 29 12 56.0 W 60 47 04.0 W centerline of cul -de -sac AUTO INVERSE * * * ** START 5 INV S 68 26 32.1 W DIST NORTH 416. 1369 25. 0000 30. 0000 164.4500 648.4600 648. 4607 95'9. 02638 969. 51416 1019. 50587 1112.16305 1428. 67420 LAT & DEP 0.00629 HCLOSE N 20 02 31.7 E 0.0067 1112.16305 PREC = 1 TO 125922 No Area ANGLE DIST NORTH EAST TO 1186.05110 1162.30393 1169. 52121 527.71515 1 093. 68429 1416.47178 1071.86455 - 0.00913 1416.46265 NORTH 1350.43277 1112. 16305 0.00440 1071.86895 EAST 1093.45162 1340.96115 1063.50540 1339.16570 1073.34747 1175.01048 1112.15676 527.71286 0.00229 527.71515 EAST 1130.81450 527.71515 20 23 24 25 26 27 10 TO 16 28 29 30 25 TO 5 25 NaEKo 5A r/{ Ail t ai m e o a L r «. z C., PLA Che6cd4 Fee -H 4 O it/ merg - e'focl/ © k .T- .41...a. 6 L t' pA.. l), , �2G �� J✓-^" y ..J e v C Ac n c C del O K 4 EN _Ens Of de& -A. &6 S tl /J C ET) e1Cfi� Pt,#r Loceozar d &j4 .0.- Sa temig llactx O S CYYEYQsF ritrtP'nrKic o Ic tea.AP_Nat en 53, O IC.,,, jf a4oriis ®!c_ W a -'r f/ � EA o IL O c Lcr e e Lac e /0 w8sd'f or/c Pp, c. 9le. Door S2 U C_ O K .31&,0• .,... 62o r, ewer N lA N 1 nixie 7 K .C r E.as 6 K JXrl 'r /f e_/1___ CL-cs U tee /vo /2p'7IQ 'C Des c re I EZ�M t ._ L oo_t Sr atp_.z_ D 6� . 1_°tf g b/ b C £.LQ_LAC P SrAt FenEtJn_ �ec.,exs_Pati/a ire B /4J Oat) toot z ( ONE » / A 4 /tue e D a iL Den fdLe9s_e L91uc &eca (4 , JC t.l = ■� t, j( < n___, FL_:ooD lrmlt � core e,r E Nl A. A / A Prc I <, Ar_E.J ciM LLD n t, #'S Pe IVAfiVi I vM E _JeQS u c R/ n C c ES- 121PrIO Q Pz- .v +v;_ero _Bo-%n —13n N I IP 0030 • KAAA Mites (FIEVw) Z rn c AgsA /oe4+ 4 c � r tCNo wr_ 6 a Wr E_.vr..s Sis/ueD By Eti%6t0Jeek_ NaEKo 5A r/{ Dear Sir: Transamerica Title Services Certificate for Filing Proposed Plat of PONDEROSA 7TH ADDITION Clarence E. Simpson Engineering N. 909 Argonne Rd. Attn: Mike LEGAL DESCRIPTION: Transamerica Title Insurance Company— North 720 Argonne Road Spokane, Washington 99212 (509) 922-2222 SECOND CERTIFICATE TO PLAT 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 the County of Spokane, to wit: That portion of Section 32, Township 25 North, Range 44 E.W.M. described as follows: BEGINNING at the Northwest corner of Block 1 of PONDEROSA FIFTH ADDITION, as recorded in Volume 16 of Plats, page 21; thence South 06 °52'47" West, along the West line of said Block 1, a distance of 37.91 feet; thence South 08 °12'54" West, along said West line a distance of 993.55 feet to the Northerly right of way of Cimmaron Road; thence North 81 °48'30" West, along said right of way, a distance of 330.00 feet; thence North 08 °12'54" East, parallel with said Block 1, a distance of 1040.00 feet; thence North 05 °31'35" West a distance of 176.16 feet; thence North 71 ° 59'02" East a distance of 125.00 feet to a point on a curve concave to the Northeast with a radius of 50.00 feet and a radial bearing of South 18 ° 43'17" West; thence Northerly, along the arc, through a central angle of 99 ° 26'24" a distance of 86.78 feet to the beginning of a reverse curve concave to the Northwest with a radius of 15.00 feet and a radial bearing (continued) Order No. GD- 128532M RECEIVED APR 21 NO County Engineering LEGAL DESCRIPTION (cont): of South 61 ° 50'19" East; thence Northerly, along the arc, through a central angle of 54 °23'41" a distance of 14.24 feet to the be- ginning of a curve concave to the Southwest with a radius of 623.464 feet and a radial bearing of North 63 °46'00" East; thence Northwesterly, along the arc, through a central angle of 2 ° 58'56" a distance of 32.45 feet; thence North 60 °47'04" East a distance of 189.14 feet to the Westerly line of Lot 5, Block 2 in said FIFTH ADDITION; thence, the next 6 courses along the West line of said Addition, South 27 °24'23" East a distance of 70.97 feet; thence South 21 ° 00'17" East a distance of 91.05 feet; thence South 14 ° 35' 17" East a distance of 91.05 feet; thence South O8 °10'17" East a distance of 91.05 feet; thence South 01 ° 49'22" East a distance of 89.13 feet; thence South 03 ° 25'52" West a distance of 60.00 feet to the Point of Beginning; Situate in the County of Spokane, State of Washington. VESTED IN: HENRY LLOYD PHILLIPS and JEANN E. PHILLIPS, husband and wife, as to that portion lying within the Northwest Quarter of the Southeast Quarter; and HENRY LLOYD PHILLIPS, as Executor of the Estate of Elizabeth Phillips, deceased, as to the remainder. EXCEPTIONS: A. General taxes as follows, together with interest and penalty, if any, after delinquency: Tax Account No. 32542 -9095 Affects portion 32543 -9087 Affects portion 32545 -9091 Affects portions NOTE: 1986 assessed valuation: 1. EASEMENT AND THE Grantee: Purpose: Area Affected: Dated: Recorded: Recording No.: Order No. GD- 128532M Page 2 SECOND PLAT CERTIFICATE Year Annual Billing Amount Paid Balance Due 1986 $630.07 $0.00 in SE /SW, with other property 1986 $842.01 $0.00 in NE /SW, with other property 1986 $459.41 $0.00 SW /NE and NW /SE, with other property $630.07 $842.01. $459.41 Land $45,200.00 " $48,200.00 Improvements $12,500.00 " $33,000.00 TERMS AND CONDITIONS THEREOF; Inland Empire Rural Electrification, Inc. Electrical transmission and distribution line together with right to inspect said line and to remove brush and trees. Portion of E1 /2, SE1 /4, NW1 /4, Sec. 32, Twp. 25 N., R. 44 EWM; exact location not disclosed. December 15, 1937 September 23, 1938 357064A (continued) (continued) Order No. GD- 128532M Page 3 SECOND CERTIFICATE TO PLAT 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee: Inland Empire Rural Electrification, Inc. Purpose: Electrical transmission and distribution line together with right to inspect said line and to remove brush and trees. Area Affected: NE1 /4, SW1 /4, with other property; exact loca- tion not disclosed of record. Dated: November 3, 1937 Recorded: September 23, 1938 Recording No.: 357065A 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee: The Washington Water Power Company, a corpor- ation Purpose: Gas and water mains and lines; and electrical distribution line, together with right to inspect said lines, and to remove brush and trees. Area Affected: Portion of E1 /2, SE1 /4, NW1 /4, and NE1 /4, SW1 /4 with other property; exact location not disclosed of record. Dated: April 13, 1966 Recorded: April 15, 1966 Recording No.: 194067C 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee: The Washington Water Power Company, a corpor- ation Purpose: Gas and water mains and lines,.and electrical distribution lines, together with right to inspect said line and to remove brush and trees. Area Affected: Portion of S1/2, NE1 /4; Nl /2, SE1 /4 with other property; exact location not disclosed of record. Dated: April 13, 1966 Recorded: April 15, 1966 Recording No.: 194068C 5 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee: The Washington Water Power Company Purpose: Gas and water mains and lines, and electrical distribution lines, together with right to inspect said line and to remove brush and trees. Area Affected: Portion of S1 /2, NE1 /4; N1/2, S /E1 /4 with other property; exact location not disclosed of record. Dated: August 23, 1966 Recorded: August 25, 1966 Recording No.: 227704C 6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee: The Washington Water Power Company Purpose: Gas and water mains and lines, and electrical distribution lines, together with right to inspect said line and to remove brush and trees. Area Affected: Portion of S1 /2, NW1 /4; N1 /2 SE1 /4 and portion E1 /2, SE1 /4, NW1 /4, with other property. Dated: April 13, 1966 Recorded: June 16, 1971 Recording No.: 556050C 7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee: The Washington Water Power Company Purpose: Ingress, egress and water pipeline Area Affected: A 20 ft. wide strip of land S. of and parallel to N. line of SE1 /4 of NW1 /4 and SW1 /4 of NE1 /4 of Sec. 32, Twp. 25 N., R. 44 EWM. Dated: Recorded: Recording No.: October 21, 1980 Novemher 7, 1980 8011070169 8. Right, title or interest of Phillips Development, Inc., as disclosed by the Spokane County Assessor's Records. Records examined as to April 7, 1986 at 8:00 A.M. By: pds cc: Spokane County Engineering Spokane County Planning Order No. CD-128532M Page 4 CERTIFICATE TO PLAT TRANSAMERICA TITLE INSURANCE COMPANY Gil Doddrid$'e Title Officer FROM ANGLE RAD TAN • AUTO INV FLAT BOUNDARY PE1451 4/7/86 * * * ** START 1 INV N 8 12 54.0 E 1040.1700 2 INV N 531 35.0 W 176.1600 3 INV N 71 59 02.0 E 125.0000 INV CURVE • RADIAL S 18 43 17.O'W DELTA 99 26 24.0 RT RAD 50.0000 TAN • 58.9997 L -ARC 86.7778 RADLAL N 61 50 19.0 W RP 4 CHORD N 21 33 31.O.W 76.2894 TAN' PT N 28 09 41.0 E INV CURVE RADIAL S 61 50 19.0 E DELTA 54 23 41.0 LT RAD 15.0000 TAN 7.7081 L -ARC 14.2405 RADIAL N 63 46 00.0 E RP 6 CHORD N 0 57 50.5 E 13.7117 TANPPT N 26 14 00.0 W INV CURVE RADIAL N 63 46 00.0 E DELTA 2 58 56.0 LT 623.4640 16.2292 L -ARC 32.4510 RADIAL N 60 47 04.0 E RP 8 CHORD N 27 43 28.0 W TANGPT N.29 12 56.0 W 10 INV N 60 47 04.0 E 11 INV S 27.24 23.0 E 12 INV S 21 00 17.0 E 13 INV S 14 35 17.0 E 14 INV S 8 10 17.0 E 15 INV S 1 49 22.0 E 16 INV S 3 25 52.0 W •17 INV S 6 52 47.0 W • 18 INV S 8 12 54.0 W 19 INV N 81 48 30.0 W DIST NORTH EAST • TO • 32.4474 189.1400 70.9700 • 91.0500 91.0500 91.0500 89.1300 60.0000 37.9100 993.5500 330. 0000 1000.00000 2029.49667 2204.83787 '2243.49842 2290.85294 27 14.45078 2321.53013 2328.16055. 2052.57214 2356.88282 2449.201142 2386.19680 '2301.19700 2213.08229. 2122.95669 2033.87179 1973.97934 1936. 34230 952.98726 1000. 00731 1000.. 00000 1 1148.62786 1131.66292 1250.5341:2 4 1266.58244 1222.50136 1209.27703 1222.73205 663.48400 1207.63689 1372.71631 1405.38372 1438.02012 1460.95267 1473.89403 1476.72909 1473. 13818 1468.59712 1326.63069 999.99770 LAT °< DEP - 0.00731 0.00230 20 HCLOSE S 17 30 43.7 E 0.0077 1000.00000 1000.00000 PREC =1 TO 459352 Area = 453562 87sq ft 1O.4124acres 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 • ' FROM ANGLE DIST NORTH EAST TO 'AUTO INV BLOCK SIDELINE PE1451 4/7/86 ***** START ^ 1000"00000 1000.00000 1 1 INV N 8 12 54.0 E 1040"1700 2029.49667 1148.62786 2 • 2 . TNV N 5 31 35.0 W 176.1600 2204.83787 1131.66292 3 ' 3 INV N 71 59 02.0•E 125"0000 2243.49842 1250.53412 4 INV CURVE RADIAL N 18 43 17.0 E. DELTA 54 23 41.0 RT RAD 15^0000 � TAN • 7.7081 L-ARC • 14.2405 RADIAL N 73 06 58"0F . .RP • 2229.29206 1245.71962 21 .4 CHORD S 44 04 52.5 E 13.7117 2233.64856 1260.07305 • 22 TANePT S 16 53'02"0 E . INV CURVE • RADIAL N 73 06 58^0 E DELTA 25-05 56.0 RT RAD 623"4600 TAN 138.7823 • L-ARC 273^1118 RADIAL S 81 47 E RP ' 2052.57511 663.48711 2 22 CHORD S 4 20 04"0 E 270.9333 1963.49013 1280.54970 24 TANePT S 8 12 54.0 W 24 INV S 8 12 54.0 W 634.9000 1335.10493 1189.83007 25 INV CURVE � RADIAL S 81 47 06.0 E DELTA S. 25 55 54.0 RT RAD 385,0000 TAN 88.6425 L-ARC • 174.2483 ' RADIAL S 55 51 E . RP 1390,11683 808^78061 26 25 CHORD S 21 10 51.0 W 172.7649 • 1174.01123 , 1127,40793 27 TANePT S 34 08 48.0 W INV CURVE RADIAL N 55 51 12.0 W DELTA 25 57 18.0 LT RAD . 435.0000 TAN 100"2478 L-ARC , 197.0551 . RADIAL N 81 48 30.0 W RP • 929,83996 1487.41542 28 27 CHORD S 21 10'09.0 W 195.3745 991.82093 1056.85374 29 TAN@PT S 8 11 30.0 W ~ 29 INV N 81 48 30.0 W 57"4400 1000 999.99981 30 LAT & DEP . -0.90526 0.00019 30 HCLOSE S 2 06 37.8 .• 0.0053 1000.00000 . 1000°00000 1 PRFC=1 TO'511138 Area=159364°29sq . ft 3,6585acres � • • FROM ANGLE. AUTO INV BLOCK 2 SIDELINE PE1451 4/7/g� ***** START 1973 17 INV S 6 52 47.0 W 37.9100' 1936.34230 18 INV S 8 12 54.0 W 993.5500 952.98726 19 INV N 81.48 30.0 W 202.0100 981.77065 . INV CURVE RADIAL S 8 11 30.0 W DELTA 9308 28.0 RT RAD 20.0000 TAN . 21.1276 ' L-ARC 32.5124 RADIAL N 78 40 02.0 W. RP 1001.56659 31 CHORD N 14 16:0 W 29.0489 1005"49673 TAN@PT N 11 19 58.0 E . INV CURVE RADIAL N 78 40 02.0 W ' DELTA 22 48 50"0 RT RAD . 385.0000. TAN 77.6782 L-ARC 153.2983 RADIAL N 55 51 1 2"0 W � RP • 929"84t50 152.2876 1145.94710 33 CHORD N 22 44 23.0 E TAN@PT N 34 08 48.0E INV CURVE ' RADIAL S 55 51 12.0 E DELTA 25 55 54.0 LT RAD 435.0000 . TAN 100"1545 L-ARC 196°8779� RADIAL S 81 47 06.0 E. RP 35 CHORD N 21 10 51"0 E TAN@PT N 8 12 54"0 E 37 INV N 8 12 54.0 E INV CURVE RADIAL S 81 47 06.0 E DELTA 1 03 48.0 LT RAD 673.4600 TAN 6.2494 L-ARC 12.4985 RADIAL S 82 50 54.0 E RP 38 CHORD N 7 41 00.0 E TAN@PT N 7 09 06.0 E INV CURVE .RADIAL N 82 50 54.0 W DELTA 86 16 46.0 RT. RAD 20"0000 TAN 18"7447 L-ARC 30^1172 RADIAL N 3 25 52.0 E RP 40 CHORD N 50 17 29.0 E TAN@PT S 86 34 08.0 E` 42 INV S 86 34 08.0 E 43 INV S 3 25 52,0 W • _______ DIST NORTH ' EAST TO � 195.2019 1390.11837 1327.96206 634.9000 1956.34727 12.4983 , 2052.57665 1968.73340 • . ^ 1473"13818 146R. 9712 1326.63069 1126.68181 1129.53151 32 1109.92146 33 1487.41488 1168.78757 808,78007 36 1239"31648 37. 1330.03610 38 663.48657 39 1331.70710 40 1966.24347 1351.55150 41 . 27.3512 1986.20762 1352"74847 42 120.9100 1978"'97135 1473.44174 43 5.0000 • 1973.98031 1473.14250 •44 • ^ _ LAT & DEP -- - •- ~0^00097 - - -0.00431 44 HCLOSE S 77 19 37.3 W 0.0'044 1973.97934 1473,13818' PREC=1 TO 547421 Area=158614"60sq ft 3.6413acres 17 18 19 31 34 35 17 FROM ANGLE LAT & DEP -0^00589 0,00588 59 HCLOSE S 44 55 16.5 E 0.0083 2449.20142 . 1372.71631 11' PREC=1 TO 130451 � ft 1.2343acres DIST AUTO INV � BLOCK 3 SIDELINE PE1q51 4/7/86 ***** START 2449.20142 1372.71631 11 11 INV S 27 24 23~0 E 70.9700 2386.19680 1405.38372 12 12 INV S 21 00 17"0 E 91.0500 2301.19700 1438.02012 13 13 INV S 14 35 17.0 E 91.0500 2213.08229 1460.95267 ' 14. 14 INV S 8 10 17.0E 91.0500 2122.95669 1473^89403 15. 15 INV S 1 49 22"0 E 89.1300 2033.87179 1476.72909 16 16 INV S 3 25 52"0 W 5.0000 2029".88076 1476.42985 45 45 INV N 86 34 08.0 W 120.9100 2036.11703 , 1355.73658 46 INV CURVE ' ^ RADIAL S 3 25 52.0 W � DELTA 86 16 46.0 RT RAD 20"0000 TAN 18.7417 L-ARC 30.1172 RADIAL S 89 42 38.0 W RP 2056.08118 1356.93355 47 46 CHORD N 43 25 45.0 W 27.3512 2055.98014 1336.93380 48 TAN@PT N 0 17 22:0 W INV CURVE RADIAL N 89 42 38.0 F � DELTA 16 52 29.0 LT ` RAD' 673.4600 TAN 99,8967 L~ARC � 198"3471 72 RADIAL�N 2 50 09.0 E RP 2052.57800 663"48240 49 48 CHORD N 8 43 36.5 W 197.6310 2251.32315 1306"94859 • 50 TAN@PT N 17 09 51.0 W INV CURVE RADIAL $ 72 50 09.0 W DELTA 49 51 21.0 RT RAD 15.0000 TAN 6.9717 L-ARC 13.0522 RADIAL N 57 18 30.0 W , RP . ^� 2255.74981 1321.28053 51 50 CHORD N. 7 45 49.5 E 12"6443 2263.85158. 13O8.65669 52 TAN@PT N 32 41 30.0 E , INV CURVE RADIAL S 57 18 30.0 E DELTA 108 30 02.0 'LT RAD 50.0000 TAN 69.4551 L-ARC 94.6846 ` RADIAL N 14 11 28^0 RP 2290.85747 1266.57723 53 52 CHORD N 21 33 31.0 W 81"1577 2339.33164 . 4278^83507 54 TAN@PT N 75 48 32.0 W INV CURVE RADIAL S 14.11 28.0 W DELTA 49 51 21.0 RT RAD 15"0000 TAN 6.9717 L-ARC 13.0522 RADIAL S 64 02 49.0 W RP 2353.87389 1282.51243 55 54 CHORD N 50 52 51.5 W 12.6443 2347.30938 1269.02514 56 TAN@PT N 2557 1L0 W � INV CURVE RADIAL N 64 02 49.0 E DELTA 3 15 45.0-LT RAD 673"4600 TAN 19.1790 L-ARC 38.3477 RADIAL N 60 47 04.0 E RP 2052"57999 663.48161 57 56 CHORD N 27 35 03.5 W 38:3426 2381.29355 .. 1251.27049 58 TAN@PT N 29 12 56.0W 58 INV N 60 47 04^0 E 139.1400 '2449.20731, 1372.71043 59 - NORTH EAST TO FROM ANGLE DIST NORTH EAST TO AUTO INV CENTERLINE SUNDERLAND ROAD PE1451 417/86 ** * ** START 1000.00000 1 INV 8 81 48 50.0 F 32.4400 988.25354 INV CURVE RADIAL N 81 48 .70.0 W DELTA 25 57 10.0 RT RAD 410.0000 TAN 94.4364 L -ARC 185.7301 RADIAL N 55 51 12.0 W RP 929.83470 60 CHORD N 21 10 09.0 E 184.1461 1159.97313 TANGPT N 34 08 48.0 E INV CURVE RADIAL 8 55 51 12.0 E DELTA 25 55 54.0 LT RAD 410.0000 TAN 94.3985 L - ARC 105.5631 RADIAL S 81 47 06.0 E RP 1390.11157 62 CHORD N 21 10 51.0 E 183.9874 1331.52747 TANG'PT N 8 12 54.0 E 64 INV N 8 12 54.0 E 634.9000 1959.91267 INV CURVE RADIAL S 81 47 06.0 E DELTA 37 25 10.0 LT RAD 648.4600 TAN 219.6843 L--ARC 423.6301 RADIAL N 60 47 04.0 E RP 2052.56985 65 CHORD N 1O 30 01.0 W 416.1769 2769.08100 TANC'PT N 29 12 56.0 W 67 INV S 60 47 04.0 W 25.0000 2356.87858 LAT °< DEP 68 HCLOSE N 2 30 27.3 E PREC =1 TO 362069 FROM ANGLE FROM ANGLE 0.0042 NO AREA DIST CENTER OF CULDESAC PE1451 4/7/86 * * * ** START 66 INV N 68 26 27.6 E 648.4617 DIST AUTO INV 39TH AVE CENTERLINE PE1451 4/7/86 * * * ** START 64 INV N 8 12 54.0 E 634.9000 INV CURVE RADIAL S 81 47 06.0 E DELTA 4 47 02.0 LT RAD 648.4600 TAN 27.0872 L -ARC 54.1429 RADIAL S 86 34 08.0 E RP • 65 CHORD N 5 49 23.0 E TAN @PT N 3 25 52.0 E 69 INV S 86 34 08.0 E 70 INV S 3 25 52.0 W LAT & DEP 71 HCLOSE N 42 35 03.3 W F'REC =1 TO 91865 54.1272 0.0096 NO AREA NORTH 0.00424 2356. 88 8'2 2052.56985 2290.85294 NORTH 1331.52747 1959.91267 2052.56985 2013.76056 1000. 00000 1 1081.59686 60 1487.41562 61 1148.09021 62 808.73081 63 1214.57374 64 1705.29376 65 663.48730 66 . 1229.45644 67 1207.63670 , 68 0.00019 1207.63689 10 EAST TO 663.48730 66 1266.58244 5 EAST TO 1214.57374 64 1305.29336 65 663.48730 66 1310.78492 69 164.4500 2003.91849 1474.94014 70 30.0000 1973.97226 1473.14469 71 0.00708 - 0.00651 -- 1973.97934 1473.13818 17 TO: FROM: 1204/5 C N tSeq OFFICE OF COUNTY ENGINEERS DEPARTMENT Spokane, Wash. Date: SUBJECT: Standard Drainage Language for the Dedication on 7 - 9 pa..itfoJw 7*1 1. The owners of Lots S , of Block _ and Lots b 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 tor maintaining drainage facilities within said easements. 3. Spokane County does not accept the responsibility of maintaining the drainage cniirse on private lots within drainage easements or flood plain areas nor the respuns for any drainage, whatsoever, Including but not limited to Inverse condemnation to any properties due to deticient construction and /or maintenance of drainage courses In drainage easements on private property. 4. Floors, including basement floors, shall not be constructed below elevation datum, within Lots & Block _ , and Lots b Block of this plat as required by the National Flood Insurance Program ". ove reM Al.* Lori. A n approved At grading plan exists fo�-btre.s , _. Grading must conform to said plan on file in the County Engineer's Office. h. Spokane County shall not he responsible to maintain ingress or egress across the flood plain area. 7. The owner(a) or successor(s) in interest agree to join in any County approved Storm - water Management Program and to pay such rates and charges is may he fixed through public hearings for service or benefit obtained by the planning, design, con- structing, maintaining, or operation of stormwater control facilities. A. A foot wide drainage easement, as platted and shown hereon, lying adjacent to all front lot lines for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, is hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage ease- ments adjacent to the public rights -of -way. The property owner Shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the grade of adjacent streets. 9. A statement must appear in the dedicatory language of the plat that individual driveway access permits he 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 Ottice. e rY wt, t c t 1 al : � ' i 0 1 % /,� km �..�,�..�. o�� dt ^;vA-g4 r 1.1 AAfaV f' • • p .71 ,. it .. ,.1,. 1 :;;;;;;: . . '1... 1. 11 ... .. f 7' ;'. ' . 46 -: 1, 1 " 6 ::::: : " .„ : 14 ,..,- j '. : s • ••• 1 , •••,, L....." r...;,....,ir..), 8K808 RECEIPT Received From Address For AMT Of ACCOUNT AMT. PAID BALANCE DUE ACCOUNT • e � 733? Date'[1 e 19 t) L ( ;� ' � e Dollars $ i e / ~' C ASH CHECK MONEY ORDER HOW PAID 7 • By V t .!' . 4/2.‘-- • L L.vq 1 No. 84 0913 BEFORE THE BOARD OF COUNTY COMMISSIONER OF SPOKANE COUNTY, WASHINGTON IN THE MATTER CONCERNING PRELIMINARY ) SUBDIVISION PE- 1451 -84, PONDEROSA 7TH ) ADDITION AND ZONE RECLASSIFICATION ) ZE- 36 -84, FROM AGRICULTURAL TO R -1 ) SPONSOR: PHILLIPS DEVELOPMENT, INC. FINDINGS OF FACT, CONCLUSION AND DECISION The Board received an appeal application on May 4, 1984 by Arthur W. Schroeder. RECEIVED A CT 24 1984 SPOKANE COUNTY EN3INEER THIS MATTER, being considered by the Board of County Commissioners of Spokane County, hereinafter referred to as the "Board ", of an appeal of the Spokane County Hearing Examiner Committee decision of April 19, 1984, where said committee APPROVED said proposal with conditions of approval. The Board held a de novo public hearing on June 12, 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. 2. That the April 19, 1984 Hearing Examiner Committee Findings and Order were considered. 3. That the file of PE- 1451 -84 was considered. 4. That the proposal is located in a "transition area" designated as URBAN, SUBURBAN and SEMI -RURAL on the adopted Spokane County Comprehensive Plan and is mostly within the Priority Sewer Service Area (PSSA) where Spokane Valley sewers will be installed. 5. That the proposed density is consistent with the Comprehensive Plan and the adjacent lot sizes. 6. That consideration was given to concerns regarding surface and subsurface drainage toward the adjacent lots of Ponderosa 5th Addition. 7. That the preliminary plat conditions of approval require Spokane County Engineer review and approval of Drainage Plan (prepared by a licensed Professional Civil Engineer) prior to filing the Final Plat of the proposal. 8. That the sponsor agreed to do extensive grading on the proposal site to reduce the existing hill and reduce potential drainage problems. 9. That the sponsor should prepare an overall "grading plan" of the preliminary plat site for Spokane County Engineer review and approval prior to filing the final plat. The purpose of said grading plan is to ensure each lot is buildable and assure that the proposal will not increase the flow of water outside the proposal boundaries. 10. That additional assurances regarding surface drainage should be provided by requiring each building permit in this proposal to include a "lot grading plan" to be reviewed and approved by Spokane County Engineer. 11. 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. 12. 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, SUBURBAN and SEMI -RURAL of this area, adoption of the Comprehensive Waste Water Management Plan and the ASA overlay zone. NO. 8 4 0913 Findings of Fact, Conclusion & Decision 13. That the Board concurs with the Hearing Examiner Committee Final Declaration of Nonsignificance 14. That the proper legal requirements for advertising of the hearing before the Board have been met. 15. 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: From the foregoing Findings, the Board hereby DENIES the appeal and UPHOLDS the Hearing Examiner Committee Decision 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: DECISION That prior to filing the Final Plat the sponsor shall submit an overall "lot grading plan" (all lots within said plat) for Spokane County Engineer review and approval. That the Final Plat dedication shall provide appropriate reference to said overall "lot grading plan" as approved by Spokane County Engineer. That the Final Plat dedication shall include: That prior to issuing a building permit the lot owner shall provide a 'Lot Grading Plan' with said building permit." BY THE ORDER OF THE BOARD THIS ! OF ,1984. The above action taken by a unanimous vote of the Board of Spokane County Commissioners as follows: Commissioner Keith Shepard - Aye Commissioner John McBride - Aye ATTEST; By: WILLI . DONAHUE Cl o ' the Board 'os nne T ontague, 'eputy PE- 1451 -84 & ZE-36 -84 PONDEROSA 7TH ADDITION BOARD OF COUNTY COMMISSIONERS r' A. INTRODUCTION SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER This matter having come before the Spokane County Subdivision Hearing Examiner Committee on April 19, 1984 and the members of the Committee present being Richard Skalstad, Chairperson, Lynn Tennican and Jerry Williams. B. PROPOSAL The sponsor, Phillips.- wue-hopmg.nt, Inc., is requesting approval of a preliminary plat o PE- 1451 -84, PONDEROSA 7TH ADDITION, and Zone Change ZE- 36 -84, Agricultura to R -1 for subdivision of 10.5 acres into 26 lots for single- family dwellings, and there being present, the following applicant or representative: C. FINDINGS OF FACT Michael C. Phillips & henry Lloyd Phillips 1. That the proposal and information presented in the STAFF REPORT was considered. 2. That the Comprehensive Plan designates this area as URBAN and SURBURAN with a small portion of the proposal in SEMI- RURAL. 3. That the proposal is within the Priority Sewer Service Area (PSSA) boundary for the area designated Urban and Suburban. 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 one of the owners of adjacent lands expressed disapproval due to existing surface and groundwater problems, that assurances were given for no further development to the west and that several million dollars worth of property devaluation would occur. 6. That the "Shannon & Wilson, Inc. - Drainage Report" indicates an opinion of surface runoff percolation as part of said water problems. April 19, 1984 File No. PE- 1451 -84 Findings & Order Ponderosa 7th Addition C. FINDINGS OF FACT (cont'd) 7. That development of the proposal will require an engineered and approved "drainage plan" prior to filing the subdivision. 8. That development of the proposal with an approved drainage plan will tend to resolve the existing percolation related water problem by controlling the drainage of the surface waters. 9. That the proposal is of similar density and the same land use as the existing adjacent Ponderosa developments. 10. That the shaded area of the preliminary plat of record should be left out of the Final Plat or designated as "non buildable." 11. That the provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with. 12. That the proper legal requirements for advertisement of Agenda Item have been fulfilled. 13. That the Hearing Examiner Committee finds the proposal as conditioned is not detrimental to the general purpose or otherwise harmful to the public health, safety, and welfare. D. SPECIAL CONDITIONS OR CONTINGENCIES APPLICABLE TO THIS DECISION Those conditions as listed in the April 19, 1984 STAFF REPORT, and as follows: la. That the shaded area of the Preliminary Plat of Record be excluded from the Final Plat or designated as "non buildable." E. ORDER The Hearing Examiner Committee pursuant to the aforementioned, finds that the application of preliminary plat PE- 1451 -84, PONDEROSA 7TH ADDITION and Zone Change ZE- 36 -84, Agricultural to R -1, is hereby APPROVED to May 1, 1987. Motion by: Jerry Williams Seconded by: Lynn Tennican Richard Skalstad - Aye Jerry Williams - Aye Lynn Tennican - Nay 2 April 19, 1984 Findings & Order ATTEST: By: Date: yY � JOHN NUNNERY Spokane County Subdivision Administrator HEARING EXAMINER COMMITTEE HEREBY ATTEST TO THE ABOVE FINDINGS, ORDER AND VOTE. L'i�t 1 File No. PE- 1451 -84 Ponderosa 7th Addition 3 TO: SPOKANE COUNTY HEARING EXAMINER COMMITTEE FROM: SPOKANE COUNTY PLANNING DEPARTMENT STAFF RE: PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION PE- 1451 -84, PONDEROSA 7TH ADDITION ZE- 36 -84, Agricultural to R -1 I. GENERAL INFORMATION Sponsor: 926 -2178 Surveyor /Engineer: 926 -1322 Phillips Development, Inc. 9715 E. 44th Spokane, WA 99206 STAFF REPORT April 19, 1984 Michael C. Phillips N. 909 Argonne Rd. Spokane, WA 99212 Location: Located in the Ponderosa Area approximately 1/2 mile west of Schafer Road north and adjacent Cimmaron Drive and 150 ft. west of Woodruff Road; within Section 32, Township 25N, Range 44 EWM., Spokane County, Washington Comprehensive Plan: URBAN, SUBURBAN and SEMI- RURAL, partly within the Priority Sewer Service Area (PSSA) boundary. Proposal: The sponsor proposes to divide 10.5 acres into 26 lots for single - family dwellings and change the existing Agricultural zoning to R -1. The typical lot will be 13,000 sq. ft. with typical 100 -ft. road frontage along a new road - -- Sunderland Road extended northward. II. SITE PLAN INFORMATION A. Site Size: 10.5 acres B. Characteristics Flat and vacant being cultivated with a northwest slope to a natural drainageway at the west boundary of the preliminary plat. West of the north flowing drainageway is a hill rising with an east facing slope, which drains into the drainageway mentioned. The proposal site is the last relatively flat land available to develop, additional westward development would require hillside type development. 4 N ) STAFF REPORT, APRIL 19, 1984 PE-1451-84 PONDEROSA 7TH ADDITION II. SITE PLAN INFORMATION C. Neighborhood Characteristics: This proposal is located at the west side of "Schafer Neighborhood ", which is a single- family dwelling community. Most of all the lots are developed except some lots in "Ponderosa 4th and 5th Additions" are not built on. Ponderosa 5th parallels the proposal adjacent and east. East and across Woodruff Road is the Ponderosa School. D. Agricultural Summary: The Comprehensive Plan has identified this area as mostly URBAN (N 1/2) and SUBURBAN (S 1/2) which precludes any agricultural land uses for this site. E. Zoning: Proposal - Reclassify to R -1. Site - The existing zoning is Agricultural, 1959. North - The existing zoning is Agricultural, 1959 and R -1, 1979 for "Ponderosa 5th Addition." East South East West - The existing zoning is R -1, 1979 for "Ponderosa 5th Addition" and R -1, 1978 for "Ponderosa 4th Addition" and Agricultural, 1959 for the School site. - The existing zoning is Agricultural Suburban, 1972 for "Ponderosa Acres 6th" and Agricultural Suburban, 1978, for "Ponderosa Acres 7th Addition." West - The existing zoning is Agricultural, 1967. F. Land Use: Site - Vacant cultivated field. North - Single- family dwellings on 15,000 to 16,000 sq. ft. lots in "Ponderosa 4th and 5th." - Same as north above, except at the south portion of the proposal site east across Woodruff Road is the Ponderosa School. South - Single - family dwellings on 1 -acre lots in "Ponderosa Acres 6th" and on 3/4 -acre+ lots in "Ponderosa Acres 7th." - Vacant hillside with east slope with natural vegetative cover. - n� r STAFF REPORT, APRIL 19, 1984 PE- 1451 -84 PONDEROSA 7TH ADDITION II. SITE PLAN INFORMATION (cont'd) G. Comprehensive Plan Designation: The Comprehensive Plan designates this area as URBAN for the north half of the proposal and SUBURBAN for the south half 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. A small portion of the northwest portion of the proposal that is in the NW 1/4 of Section 32 is SEMI -RURAL - -- most of this area is not proposed for lots. H. Special Information: Circulation - The preliminary plat proposes to extend Sunderland Road northward with a connection to the existing 39th Ave. stub road and ending in a "Cul -de -Sac" at the north end of the site (see preliminary plat map). Design - A single row of 13,000 sq. ft. lots are proposed on each side of this new north -south road. The new lots on the east would have their rear yards adjacent the existing rear yards of the lots in "Ponderosa 5th Addition." Density - Although the lot sizes in the adjacent east "Ponderosa 5th Addition" are slightly larger at 15,000 sq. ft. the proposed 13,000 sq. ft. lots will have no visible difference since the lot width will be identical at 100 ft. - -- only the lot depth is different 130 ft. -vs- the existing 150 ft. Drainage - The proposal site will drain to the west and northwest toward the north flowing natural drainageway which parallels the site's west boundary. Surface water drainage plans are required prior to filing the Final Plat that is prepared by a licensed engineer to assure compliance with County drainage regulations. Water Supply - Spokane Suburban Water District will provide water. An approved water Plan will be required prior to finalizing this preliminary plat. Fire - The proposal is within Fire District #1. The Fire District and County Building & Safety Department (fire marshall) are required to approve fire protection provisions prior to finalizing the preliminary plat by reviewing the Water Plan for hydrants, hydrant spacing, water flow capacity and emergency access. 7 STAFF REPORT, APRIL 19, 1984 PE- 1451 -84 PONDEROSA 7TH ADDITION II. SITE PLAN INFORMATION (cont'd) H. Special Information: Sewage Disposal - The County Utilities Department has authorized on -site septic tanks /drainfields with provisions for ULID agreements and double plubming. The County Health District is requiring a demonstration (holes dug) that there is a suitable drainfield site for each lot prior to filing the final plat. 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 at the west side of "Schafer neighborhood" and no park is proposed at this site. Cultural Resources - None have been identified. III. BACKGROUND /ANALYSIS A. Land Use: Staff finds the proposed addition of 26 new single - family lots ranging in size from 13,000 sq. ft. to 16,800 sq. ft. to be compatible with the adjacent 15,000 sq. ft. single - family lots as well as the surrounding single - family 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. The adjacent and east lots are R -1 zoned; therefore, the proposal represents "more -of- the - same." C. Comprehensive Plan: Staff finds the proposal meets the purpose and intent of the URBAN and SURBURBAN designation; as "fill -in" development for both Urban, "Transition Area ", and Suburban, for the Priority Sewer Service Area (PSSA), and for the existing public services and facilities of the near vicinity. IV. ENVIRONMENTAL REVIEW An Environmental Checklist was submitted by the sponsor and has been reviewed by the Planning staff. No significant adverse environmental impacts were judged to exist. 8 STAFF REPORT, APRIL 19, 1984 PE- 1451 -84 PONDEROSA 7TH ADDITION IV. ENVIRONMENTAL REVIEW (cont'd) Possible slight adverse environmental impacts were identified on the checklist in the following categories: earth, air, water, flora, fauna, noise, light and glare, Natural Resources, population, transportation /circulation, public services, energy, utilities, Human Health, and Recreation. 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 filing final plats in phases is allowed with approval of the County Subdivision Administrator. 3. 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. 9 STAFF REPORT, APRIL 19, 1984 VI. CONDITIONS OF APPROVAL (cont'd) COUNTY PLANNING DEPARTMENT CONDITIONS (cont'd) PE- 1451 -84 PONDEROSA 7TH ADDITION 4. 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. 5. That the provisions of SEPA'S NOTICE OF ACTION pursuant to Chapter 43.210.080 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. 6. 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 anus /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. 7. 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. 8. That appropriate road names be indicated, and approved by the County Subdivision Administrator prior to filing the final plat. 9. 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. STAFF REPORT, APRIL 19, 1984 PE- 1451 -84 PONDEROSA 7TH ADDITION VI. CONDITIONS OF APPROVAL ( cont'd) COUNTY PLANNING DEPARTMENT CONDITIONS (cont'd) 10. 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." 11. 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. STAFF REPORT, APRIL 19, 1984 PE- 1451 -84 PONDEROSA 7TH ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY PLANNING DEPARTMENT CONDITIONS (cont'd) 12. 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. 13. 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." 14. Upon filing the final plat the zone change shall be finalized and the existing Agricultural zone classification shall be changed to R -1. COUNTY ENGINEERING DEPARTMENT CONDITIONS 15. That conditional approval of the plat is given subject to dedication of Right -of -Way and approval of the road system as indicated in the preliminary plat of record, as approved by the County Engineer. 16. 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. 17. 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. 18. 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. 19. 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. - 12 - STAFF REPORT, APRIL 19, 1984 PE- 1451 -84 PONDEROSA 7TH ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY ENGINEERING DEPARTMENT CONDITIONS (cont'd) 20. 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. 21. That appropriate provisions be made that the following described property be held in trust until the continuation of the streets be dedicated or deeded: A 1 -ft. strip at the ends or edges of all streets that terminate or border the final plat boundary. (Temporary Cul -de -Sacs are required when streets terminate at the Final Plat boundaries.) 22. 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." 23. 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. 24. 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. 25. That road design, construction, and drainage control for 1/2 Right -of -Way and Stub Road connections are the responsibility of the developer /applicant. 26. That no direct access from lots to Stub Road connections until such roads are constructed to County Standards and established as County Roads. 27. That Public Road Standard TYPICAL Roadway Section be: "Section Number 2" for Sunderland Rd. with Minimum Paving width "Access Std." 28. The word "applicant" shall include the owner or owners of the property, his heirs, assigns, and successors. - 13 - STAFF REPORT, APRIL 19, 1984 PE- 1451 -84 PONDEROSA 7TH ADDITION VI. CONDITIONS OF APPROVAL ( cont'd) COUNTY ENGINEERING DEPARTMENT CONDITIONS (cont'd) 29. Existing County roads providing direct access to the plat shall be paved and curbed to Spokane County standards. 30. Applicant shall assure that adequate sight distance for a County Road Intersection will be maintained at the intersection of the proposed Sunderland Road extension and Cimmeron Drive. COUNTY UTILITIES DEPARTMENT CONDITIONS 31. 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. 32. 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. 33. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. COUNTY HEALTH DISTRICT CONDITIONS Each dwelling unit shall be double plumbed for connection to future area -wide sewerage collection system. 35. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social and Health Services (DSHS). 36. 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." - 14 - STAFF REPORT, APRIL 19, 1984 PE- 1451 -84 PONDEROSA 7TH ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY HEALTH DISTRICT CONDTIONS (cont'd) 37. 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." 38. 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. 39. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that a suitable site for an on -site sewage disposal system is available on each lot. COUNTY BUILDING AND SAFETY DEPARTMENT CONDITIONS 40. 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. 41. 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). 42. That the Water Purveyor and Fire District shall sign the WATER PLAN prior to County Building & Safety Department's review. SPO14 °C0U NTY,YWASNIN ON PLANNING DEPARTMENT , t: FROM; COUNTY'ENGINEER DEPARTMENT - j% t-ii-4 ) SUBJECT: BROAD CONDITIONS FOR PLAT NAM aN PQC*Sa 7' NUMBER PE r 145i `FS r 'CONDITIONS LIRCLED APPLY TO PLAT UNDER CONSIDERATION; that conditional approval of the plat by the County Engineer Is given subject to_ ( dedlcatlon of Right -of -Way and approval of the road system as indicated•In preliminary, plat of record. -that plans, profiles, and cross sections as designed to County standards showing ' , proposed street centerline and. curb grades be•submltted to the County E n 9 Ineer approval prior to construction and /or the filing of a flnal•plat; road•rplaps' prepared under the direction of e licensed Professional CIvil Engineer: i ' ij; °" • that drainage plans and design calculations showing the alignment:of dre na ;, facilities be submitted to the County Engineer for approval prior-to const!uctliiii, I . and /or the .filing of the final plat. Drainage plans to be prepared- under,� 'direction of a Ilcensed Professlonal Civil Engineer. • '•• ,t. L E 4 -that the regulations of the National Flood Insurance Program be ''observed tPie''; ,. , . Is affected by a Flood Hazard Zone. • construction within the proposed :public streets and ' easements shall be',performed f } under the direct supervision of. a licensed engineer /sueveyor,''who' sba.l.l'turnlsQ:.t.he1, County Engineer with "As Built" plans and a certificate In writing thet.'efl inpro -,.- ' ment_s were installed to the o'` (Ines end grades shown on the approved: constriuctlop - clan , and that ell,dlsturbed.monuments have beer replaced;; .. 'r . . no construction work 1a to be performed within the existing or. proposed.Publl e.RIgh�t f • o Woy'untll a wilt has been Issued by the County' Engineer. w All`or'k a a`u "bJect.to inspection and approval,.by the County Engineer; , -all construction within the-existing or proposed Public RlghtL of Way ts% to be "come, "` pleted prier to tiling the final. plat or a. bond le,the' amount estllneted' Englneer-to eovei of construction of improvements, constr'uetii;on certitl'ce Y ' tion',' "As Built" plans, and monumenting the Street centerline's; shall rbe flledsr,lth acs; the County EngLnaer; - i , °:1 -r E 8 -no direct access from .lots to 1/2 Right of Ways until such roads are constructed to,rc County Standards and established as County Roads; ••'� - s: g. no direct access from lots to Stub Road connec:tlons until such roads; are, consteucted" to County Standards end established as County Roads; - road design', construction, and drainage control for 1/2 RIgAt•of Weys 'an'd Stub Road connections are the responsibility of the Developer; - L18 -that sidewalks are required along the arterial(s) on — • • that appropriate provision be made that the following described property "be held: 1n : trust.'until the continuation of the streets be dedicated or deeded: A 1 ft.` ;strip it the ends or edges of all streets that terminate or border the plat boyndary....tTbm- porary cul de sacs are required when streets terminate at the plat boundanlas.)C a statement must appear In the dedicatory language of the plat that Indlvldual drive- way access permits be required prior to Issuance of a building permit for•�d`riveway, • approaches to the County road system. _ _ A • E13-dedication of additional Right of Way along additional Right of Way along additional Right of Way along - E14 -a statement shall be placed In plat dedication that no direct access be allowed from lots to E15-that a statement be placed In the plat dedication providing for future slope ease- ments as required by Spokane County along E16- existing County roads providing direct access to the plat shall be paved and /or curbed to Spokane County standards. E17 that all public roads within the plat be designed and constructed to Spokane County- - - standards. <-4 Public Road Standard TYPICAL Roadway Suction (L'), Suction Number Z__ For a „( L. Minimum Pa);Ing width (2) Section Number For Minimum Paving width (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 hairs, - assigns, and successors. E21 -to construct the road Improvements stated herein, the applicant may, with the approv- al of the County Engineer, Join In and be a willing participant In any petition or resolution which purposes Is the formation of a Road Improvement District (RID) for said Improvements pursuant to RCM 36.88, as amended. At such time as an RIO Is created or any Road Improvement Project Is sanctioned by Spokane County. the improve- , ments required (curb, sidewalk, drainage control and paving to existing pavement) will -be at the sole expense of the undersigned owner, their heirs, grantees and assigns. • , ( "E22 -es an alternative method of constructing the road Improvement stated herein, the i 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 -Road Improvement Protect Is sanctioned by Spokane County, the Improvements re- quired (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. E23-that the hollowing statement be placed In the plat dedlcetlon: The owners, their ' 'heirs, grantees and assigns, agree to Join In the formation of a County Road • Improvement Dlstrlct pursuant to R.C.M. 36.88 at such time as a Road Improvement District Is created or any Road Improvement Project Is sanctioned by Spokane County. The improvements required (curb, sidewalk, drainage control and paving) will be at •• the sole expense of the owner, their heirs, grantees and assigns. E24-that. the sponsor shall prepare and submit to the County Engineer a design proposal acceptable to, the State Highway Department of the proposed State Highway- County Road Intersection. State Highway Department approval of the proposed design must be r,ecelved•prfor to the filing of the final plat. Improvements to the State Highway ere -to be the responsibility of the Sponsor and may either be constructed or a bond to:cover the cost of such Improvements furnished to the County Engineer in the amount b.as• "determined by the County Engineer and the State Highway Department. .E25- the'preposed,privat• road(s) as -shown on the preliminary plat serving _ lots with; • ..;;• _no'extenslon possible; extension to serve 8 or Tess lots;• _ future public Right of May tract le approved -by the County Engineer. (26 -diet private road(s) be Improved to Spokane County standard for a private road ... standard serving lots. Subject to approval under ,section ,10.207 of the Spokane County Fire Code. •. ' E27 -that the fol:lowl provision be made that the following described property'be herd In " 5 the continuation of the private road and the "Tract X" Is deeded or dedl- ca d. a • 1 ft. strip at the ends or edges of all private "Tract X" that terminate or • 2 border the plat boundary. . _ + 28- estefeme nt shell be placed In the plat dedication that the "Tract X" private road(s) •' - contained within this plat Is /are tor the sole use of parcels within the plat until 1 : 0: suck..time as the roadway Is Improved and established as a public road. E29.that the :following statement be placed In the plat dedication: WARNING: 'Spokane County has no responsibility to build, Improve, maintain, or other- -- "'Ise service the - private roads contained within or providing service to the property deserlbed In this plat. by accepting this plat or subsequently by allowing a ' building permit to be Issued on property on a private road, Spokeee County assumes no oblligatlon for said private road and the owners hereby acknowledge that the County has no obligation, of any kind or nature whatsoever to establish, examine, survey, ,construct, alter,.repalr, Improve, maintain, provide drainage or snow removal on a private. road. lids requirement Is and shall run with the land and shall be binding upon the owner, their heirs, successors or assigns Including the obligation to part) -. elpate In the maintenance of the private road as provided herein. 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 regula- tions for roads, approaches, drainage, and fees In new construction. the County Engineer hes examined this development proposal and has determined that the Impact of this :proposal upon the existing County Road System warrants the dedica- tion of additional right-of-way and the roadway Improvements herein specified. .V .e T IC ti'..oyO rj l: Lk - , 1 • .. _ . C� , S1tI v C. - - - . . ...___ _ W.I.11 - �i > .._ y'C(C.in. -fi.e. Ll. _ : 1 1 _ _ .._ ccn t� will H:,; (.l tee c E T&, i . 0 ti 1 ..... -__. t E13- dedication of SPOKANEOCOUNTY,YNASHINGTON JO: PLANNING DEPARTMENT FROM: COUNTY ENGINEER'S DEPARTMENT ' lArl,;a -nM) SUBJECT: ROAD CONDITIONS FOR PLAT NAM PoKI1Q:u:b&. 7' NUMBER PE i' BV ” 'CONDITIONS LIRCLED APPLY TO PLAT UNDER CONSIDERATION ' that conditional approval of the plot by the County Engineer Is given subJoct to, dedication of Right -of -May and approval of the road system as Indicated In the preliminary plat of record. v. J -that plans, profiles, and cross sections as designed to County standards'showing: proposed street centerline and curb grades be submitted to the County Englneer_.for approval prior to construction end /or the filing of a final plat; road plans.- tm'.be. prepared under the direction of a licensed Professional Civil Engineer. '�• that drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to constc and /or the filing of final plat. Drainage plans to be prepared u nd e r th'a' �`w direction of a'llcensed Professional. Civil ,Englneer. . E 4 -that the regulations of the National Flood Insurance be observed since-the` proposed plat Is affected by a Flood Hazard Zone. :f • construction within the proposed public streets and easements shall- be performed - _ - - under th'e direct supervision of a licensed engineer /surveyor, who shall +furnish.the?l,; County Engineer 'with "As plans and a certificate In writing that. allvImprove- melts were Instelled to the lines and grades shown on the approved construct.lonplens and that dlsturbed monuments have been replaced; �•�• no 'constructlon Is to be performed within the existing or proposed Pubcic' ' of Way until a permit has been issued by the County Engineer. All work ls•,iubJact. ,nspection and approval by the,County Engineer; �. . " . I , -all construction -within the existing or proposed Public Right t.ay Is t6 .be .be corn- j q.'. plated pr'lor to filing the final plat or a bond In the amount estimated by :the County Engineer to cover the cost of construction of improvements, construction certifl tion,.rAS Bu11J• and monumenting the street centerlines ' be flledwlt the County Engineer; Y _ - ` °r. fl• ..a E 8-no direct access .from lots to 1/2 Right of Ways until. such roads are -construc.ted•4o • ,County $tenderds.and'estobllshed as County Roads; ' ' 'if l.•• " - no direct access from lots to Stub Road connections until such roads " e re`construct b ~ d' to County Standards and established as County Roads; A road design, construction, and drainage control for 1/2 Right of Mays and Stub Roedt connections are the responsibility of the Developer; - 5 that provision be made that the following described property be held trust until the continuation of the streets be dedicated or deeded: 'A I tt. stri ' 'the ends or edges of all streets that terminate or border the plat boundary. (Tem- porary cul de sacs are required when streets terminate at the plat boundaries'.), a statement must appear In the dedicatory language of the plat that Individual. drive 7 . way access permits be required prior to Issuance of a building permit for driveway:, *'' approaches to the County road system. additional Right of Way along additional Right of Way along additional Right of Way along E14 - a statement shall be placed In plat dedication that no direct access be allowed from lots to • E15 -that a statement be placed In the plat dedication providing for future slope ease- ments. as required by Spokane County along -- E16-exlsting County roads providing direct access to the plat shall be paved and /or curbed to Spokane County standards. El7fthat all public roads within the plat bo designed and constructed to Spokane. County standards. E18 -that sidewalks are required along the arterial(s) on ________ • Public Road Standard TYPICAL Roadway Section (1) Section Number _2 - ,_ For!.. A.,1_,c_rl5..o.t Minimum Pav ln9 width _11Cr_f '>1 • (2) Section Number _ __For _ __ _ Minimum Paving width __ ___ _ __ ___ (3) Section Number _ For __ _ ____ ___ Minimum Paving width . (1)- Section Number _ For -- _ Minimum Paving width -the word "eppl•Icant" shall Include the owner or owners of the property, his heirs, ,assigns,, and'successors. . ,E2.1 -to construct the road improvements stated herein, the applicant may, with the approv- el of the County 'Enylneer, Join In and be a willing participant In any petition or • which. purposes Is the formation of a Road Improvement District (RID) for ield, improvements pursuant to RCM 36.88, as amended. At such time as an RID 11 , 'H created or any Road Improvement Protect is sanctioned by Spokane County, the Improve - mentsreQuired (curb, sidewalk, drainage control and paving to existing pavement) 'will be at the sole expense of the undersigned owner, their heirs, grantees and essilgns.. - - r :r '"E22 =01 alternative method of constructing the road Improvement stated herein, the applicant may, with the approval of the County Engineer, accompl lsh the road Improve - mentsstated,hereln by joining and participating In a County Road project (CRP;. to the ;.extent,of the' reQulred' road improvement. At such time as an RID Is created or . " '. R o ad ilmprovement Protect Is sanctioned by Spokane County, the Improvements re- qulred (curb, sidewalk, drainage control and paving to existing pavement) will be at l',.. the iole:oxpense of the undersigned owner, their heirs, grantees and assigns. te• E23- tha.t•the,.foll .statement be placed In the plot dedication: The owners, their r^h'holr`s,. grantees and assigns, agree to Join in the formation of a County Road °- mprov.eaont.D,lstrict pursuant to R.C.M. 36.88 at such time es a Road improvement .. Dlstr -Ict Ls`.tcreated or any Road Improvement Protect Is sanctioned by Spokane County. he, :.Ieprov,ements required (curb, sidewalk, drainage control and paving) will be at he;'•sofe expense of the - owner, their heirs, grantees and assigns. • - 2s- that'•,the sponsor, snail prepare and submit' to the County Engineer a design proposal' •:i ` "r accaptable &to,the,State.Highway Department of the proposed State Highway-County Road s Inter`sectlon. State.Hlghwey Department approval Of proposed design must be- rec prlor 'sthe filing of`-.ths final ;;plat ,- . to' ?fie State .y � ar ejtoabe.ther.sponsibii.ity ot. the ,Sponsor And ■ay" either ba constructed or a bond liP 6f to•-cover tp cost of.i such, Imp 'ts furnlsoed to the County El9Ineer In,the•aaount . W, f as determined by the County' Engineer and the State H lghwey Department „ '? , • th e propose p u l e I o ro e), as . shorn on thf prel.lminery ? s ' lots rithl v. f 'no po s s ible... extentlen to.serve 8' or less lots, _futur.a public _ .,Right, of Way, trect J5 approved by ,the ,Cou Engineer. EA E 26. thaty',pr.i ro b Improved to Spokane County standard e prlvate road r ,_ ', 6 j ,7 tr": ,� standard serving ' - - • lot(. Subject to approval undery r . sect 10.207 of . the Spokan County Fire ,Code. ' ;t b y , E27 ... et --CI ,� ti t• _�tfc7• , ° r .7. �. , ' .. that Pr .be • aade that .the; following d!acrlbed property -be held In s( .. -.* trustyuetll the:( co'n'tinuation of the private road• -and the .•Tract Xw Is; deeded or.. dedl cate'd v a I ft.•strlp ,et the,;ands'or edges of all 'private tract X" ,that terminate or. a • •.. bgrder the,i boundary. ., -,_ , tE28ai.stetem?nt.,. shall be,pl aced In the plat dadicat lon that the Tract.X "private road(A) '. ; 1 eonta(iced elthin this'plat Is /are.tor'the sole uss:of parcels Within the plat • until e4 ic. u • �w csch, o eb. the y;,-I • roadwaS Improved and established as a public road. , !V. '�'E2 following statement.be placed In the plat dedication:• t..MARN,i`RO,:.. 5pokene County. has ,no responslbl I Ity to build, Improve, maintain, or othe ,: ilse:.serfice the private roads contained within or providing service to the pro'per'ty , . ;descrlbedj`tn` thlsrplat. By accepting this plat or subsequently by alloi,ing a n . :. ,t :r 3 bu�I;ld.ing permit to•,be "Issued on property on a private road, Spokane County assumes no ob -ion "for said prl,vate road and the owners. hereby acknowledge that the County , - r ) AO Act ob(Iga.tlon of. any kind or nature whatsoever to-establlsh, examine, survey, tons'truct,ealter „:repair, Improve; maintain, provide drainage or snow removal -'on a r” pfi•v"ate road.'— This ,requ Is and shall run with the land and shall be bl.ndln'g upon'4,tfie owner, their heirs, successors, or assigns Including the obligation to part -I -' clpo In the m of the private road as provided herein. ,Z r 1 ..• " .. •the.:proposed •plat, shall be Improved to the standards set forth In :Spokane County -, ElLaFd-of.Commissioners Resolution No. 80 -1592, as amended, which establishes regale= tlons'for roads, approaches, drainage, and fees In new construction: lF' , t,he `County ices examined this development proposal and has determined that; i 2 ;the Impact ° of this proposal upon -the existing County Road System warrants :the dedice .�Ca den'ot'e ddltlonal'rlght -of - ray and the roadway Improvements herein specified. � P\ 4_A'y _._S)O \1,_._ ASSU 1!t(at..._F � qu6*G__ ��ic kt_._..d n cr: - -f • a1 C` es ON. (2,ua T: c4 .� QN w'� �t, -.__ {1 -_. bc•. - - rncy:rai -A- a-Ler& _:.p t- . —e_ :.- -- `.. ,vT, n E.c (o. ) AC. . ` N Co ` 7c 5 e a _ .. umd e+2l (xn: ck, RO A C4 . - .6XTeN 51.c 4 . . __sya.ck_. _Or1Ui . " r•soe .. .{ c9umt. caul...sous ' • ••• P State Env i roninental Pol icy Act of 1971, Chapter 43.21C, RCW, requi res . al 1 „State?aird :-governmental agencies to consider environmental values both for" thei !Lawn actions anOkvlien :•1'1 cenSi prttete i'CrbrbOOS a 1S': ThehAet alio, requires that an Environmental Impact Statement be PreOared. for a ll maier cacti oni si fi cantljii..,(arctadVenely". as' per .WAC 197-10) affecting the quality of the phyS I Ca rfen y rOninerit::Thei;:^ii7A thissf•cheekl ist is tohelpthe agencies ;Involved determine rnajoraction ,' sst: ' s • '.... it.: • 's Please !eni;er,,tnefollowi ng questions as Completely as you can with .- - • ?you ;": Please sanswer questions Or "maybe" If, ln,your opinlon, • even only slight ; impacts will l'reitilt:? The :•sreviewers .:6frthe 't checklist , a ware of and concern themselves with the degree Of...irnPaCt;tiiking's more lnfo,'mation, if neCessarY,c,' Where explanations of :'•your Antwers, are.trequi red or where:yowbel eye; s an exp1anatiowou1d-behe1pfu1 to gOvernrnent deci si on-makers , include your explanation:in :the 'Space :prOicedi,74 ORUse .addi if necessary: • Yob should Include references to any reports -or StUtliei offwhictilyOUsi4 r'are;aware .and whi ch are relevant to- the answers provide; Corpl ete answers to . these . questions novo roil 1 hel p al 1 agencies es 1 neoliOed wi th,your ;proposal to undertake the required d envi rcionnental revi without FUnnec-:;". ..! 11 eiWing questions apply to your total proposal, not sjust isto ' the license for which &you - are currentlyi-T. applying or ' the ;proposal :for whiclf.iPproVals Is sought. Yciur,.ansviers :should , include s•the,simpicti2iatiite!Voillbe.-;it : ".causeC•by.yeor:.,.proptsit.When it Is 'ficompleted, • even though; completion may not occur..tonti 1.,soonetinie:In the future This l3 a l l o w i of , the 1 agencies which w i l l be involved :to complete s their environmental revl i ; 1 now, wi thout duplicating papenvcirk in the , future , ••• s : • Cis ?:', No app 11 cati ori:r:Shal 1:!be 1- the checkl st , has been , •completed and returned to .the:,4PtirpOriate • ' ' C t d tme t s St t la - sr qui res rexpl a nati cins for every r!'yesr. and •"meybe'!.'•'-anSwer • dn ' the ctiedkl person coin�leting the form may be required • to provide explanation -foo answers, n•;sonie , cases more .sdetai , information to aid in a; threshol de termi nation:. - sc • '. • so. s's • • • . , 1 NOTE :. ...i St/1 standard form being used by al I state and l oCa 1 :igenCi es in s•the-.:State,Of:.•Wash1ngton,•,far;•_ • s: various types of ' proposals . ' - Many of s the questions theyinbt;apOlY.:. tO::yaore p rocioa 1 If a question, does s:not:fapp ;s-'Just arawer' It "no" and continue on 1!. - ENVIRONMENTAL 'CHECKLIST 'FORM. .Es • : • ::••• . RACKGROUNO: ; s' • : • .1-&-` „. • • : %±1•: ;Name (of1Proponent: isr" -is, c• Fin ezi//iy...; • • .s-ss: Phone Number :s.J. .61 Addreis, of Proponent - 77/ , : , • • SiPOAP :E NY I RON M E t4 TAU CHgcK „ „ • A Checklist zA94-AAEr eowur-t-: , - Naineaiss:ProObsa 1 if :Applicable : 7 - .7) k Nature and Brief Oescription of the :Proposal (includi but not', limited . ty ,.,. genera 11, . ;.• elements, and other. factors . that will s give e anf accurate understanding - of .1 tsi ) • Location of Proposal deseri the physical . setting of the Proposal, as-well as the extents'.of!..the;lanccr!T.'• flarea, alfeeted by any env i iidnmenta 1 impacts, including anyt ther infonnation needed 's talsiiie understand of the environmental setting ,o f the1/4 , .; ?/t ; • • -Ve) (H • '"? Z.. Es tiniathd4ate . Completion of Proposal 91Th'List Of •a11 Appcbvars-•:fiequired for the Proposal ( federal, state, and local - including . rezones) ;-5:ed ';'; ; ' ..-„ 10a. .Do.you,.. the owner in the event you do- not oxin?,..the subject land, •bay anyplanS for. sfutureladditi ohs ;flis,, 1 -:expansion, i or further activity rela to or connected with this proposa1 ta I f yes, re • 70." r4c Ac,dr • , , . . • . , ,.• . - . • .• ;.,, . , tY ,. rG' ::':4. .. . ":;3 >, L4 rjg:H . .. ... :, .r ..rVkn a.Yf �, V.Alt>Y. ?iA A< y a.fa._.,,. .Fkis2 ;L1 w:4$ ✓ �KJlw t� f. i 1 r ]ter `rl affect i? . n Rai. S�,a t ..; P 4 y0:{ t r i o yoglknow of any -plans by, others 1neluding the;owner,wtilch y SS thep t royerty covered"oy y roposali,or l a or ",nearby? :I yes, °explain l 4 l : EWV I ; (Expl anations of ;all , "yes" 7a nd "maybe :answers are, required) 4 " a I° Earth ` N111 the: proposal result in ,� � , � (a), Unstable earth conditionsor in changes ) geologicsubetructures ?� '- (b) Di srupti (ins, d isplacements, cmrpaction or overcovering of the "so117 v5 �(c) Change.in topography or ground surface relief features? F (d) The'destruction. covering or modifi of any unique geolo or, physical'�features? r - s .r , •i tY r (e) Any in!wind water erosi or *soils, either, Guy or soff, the sit (f) Changes ,in deposition of erosion of)beach sands - or changes in ill tation 4 `r deposition ;Or erosi which may modify the channel Off, a river or stream O1 orthe''- bed ; of the ocean orany:bay'. inlet .or lake? Wi 11t'the proposal result in « t sr Air ersissions or deterioration of ambient air quali6? r : ',- ;..,fit 40 The,creation cif 'ob3ectionable odors? vhf . Alteration of.air movement,moisture or teiperature ,-'or cha cl iaiate, either locally 'or' regional ly? lanation `,�, Cr, i t ;peace f ' Cr+, r '•i``f . ;; Water '. ;:Ni9l.ttie' "proposal result 'In . (a) Chang In currents, or the course or direction oftwater,, > '_ intet marine or fresh waters? ', .; (b) Changes in absorption rates, drainage patterns, or the rate ' a unt : 0f surface water runoff? .' . ' : (c) Al terations to r.the course•or fl o# floocl waters d),Change In the amount of surface ; water in any 'water holy? e)'Di charge ,into''surface. wa ter , or 6 any altera of; surface wat quality' includingbut ,,rotlimited;totemperature, dissolvedtoxyge for turbidity? f) .Alteration of the direction or rate of flow iof gro und waters? 2} g) ',Changed n:' the ;quantity of.ground` waters eitherkthroogh direct add {lions or wi thdri.Wals,; or through interception of an aquifer by'cuts' excavations? '; . h) Date l orati thin n ground; water gull ity,. either through direct injection, or :ties seepage seepage.; of 1eachate, phosphates,,, detergents, waterborne virus'or bacteria, or other substances i nto'?the, ground;_ waters? 1) Reduction in'the amountiof water otherwise'' avail able. for public' Water 'supplies? Attach any other appl ication . form th has been r proposal if,none,has,beena( completed,obut is e � , to , befiled at some future date des cribe'the nature,of,sucli appliwtion)fa r , ^ rm... Fauna tWili inc' Land •Use.2 (a) Change ln`the' diversity of species,or,,number of , any,speciesfo x ilora ( incluoing trees`,` shrubs,.;_grass; crops, microflora, and aquatic' plants)? (b) Reduction of ..the numbers of any: unique, r r or ;petlesof,'.florat+ ' (c) Intro duction of new species of,'florainto an area,, or in a barrier to:the normal of exlsting (d) Reduction in acreage of any agricultural crop? • P i. •. I { Y E xplanation ) f�i• J »� . .rjYt %u < / )' :. ii /I ( a),Changes in: the diversity of species, or numberraf7any species of fauna (birds, land animals including reptiles, fish and shellfish benthic organisms, insects or microfau (b) Reduction of: the numbers of any' unique, rare, ` or endangered species of faunal (c)introduction of new species • of fauna into-an are or result 1n ,a barrier-to the'. migration or movement` of fa una?' ( Deterioration of existing fish or wildlife'habitat ? Explanation r/. r l -,: �i �� -:.-• ;�� rk a n a) •the proposal increase existing noise levels? (a) Will 'the proposal result in the alteration of the present or planned .land use of area?... ., 9. Natural- Resources. Will `the 'proposal result in l e' (a) Increase in the rate of use of any, natural resources? .. (b) Depletion of any nonrenewable natural resource? Explanation. ;:4.1•. S4Y • ••••• tri c ' f ••••• • 12• , 1 ‘r 4 4.tvfo t •••••t ; •• %. ..... pi... Pp R ikoWij 2 e;•tiropoo.W nini 1 ye' a ilia of ttan t:elp toil on 4 re 1 eas e r. o ous';substances 4 udirig itbut noticliaittetititte011>4447p., :. cicles' C'ialtemi tals ' , oKiiidiatio ) in the event Of.Yail'Aieeldentili 1 '- ‘'c upset r cond itiiiiiirc. ,, ,,:' .;,:- ..: , ,. y ft :. • i o t• 1.1•!?4.4): . t . - ,..,••,,,,•1 -:,, .-t,-,..4.tinfr..Q. ziP7c.„,-.1./ - - •:-..? ,-, e., r.c...e,:.-g.itre..4-, 4 -..s.: ..,. , ic..• .;'' r " ...“•175(kr1:" ,■?A' .. i. ''..C4 ".•.".: - Pj- , 1 - ., ."7 - .''.? t .: -,.;t:,4i1P-.;:vs:Pit yripprical.):;:f.: , 4 :? ;.,: ' ',...:. it '....1::: ., h....i.:..... r : ''..;- . f:1;''' ? (.:-., . .1 .. • '•';• r ' ':'...! 4: '.4 ', r • 7. • . 7 (:::, .■•• ' • J: 2 • .itt. • f, 'I -... t 'S".2: .:4;.; .. e '..‘ :::.., ''• ) ....: • i : 'r r k ::•• r .. ' 1 tr.:. ";;;R-fl-'I.1.:1...'f::f--: .4. “....P.1.(0. ',...• .;.:',.. , ',,r,;. : ',.•' . ,.;. :,:,„; ,- ' ; , ,, -1 2,*;:, :r .1'..' n.-57.'..,•‘;ia;.`;:45.?- 5-4 3 ::Iiisi:‘,":; 4 ! ,- ',.-Fie4c.r.,kr''irt.e5 c ' ' .5.t.k,r,r;..r:'" Populatio • ',1f4;44,Will 'i:t■O proposal 4:ialter !theJocation:74i itributibi;; ,,O.::'1: : ajAL-t;' . ..; . - -",'Tiite r rrof r r the ) human population r. of .40;:ares?:'..I.;-::,4':°49.1,",-;:(4-4(:V.914:hir;4.1!iglit 4';:Iririt;r1U9;:'-.1gt.49,-..::.,, • ',Y.:, r1, '1. d ; : "":, ''' ,P.: ' : t. W „ a :-' 7 '1 . .C.' t ........ ' - ‘' •:;;-: ' . •-: _2 ;-. ..-74;; (0.: ';'..ii?' i. ."4.Y '`-ft;a:4 / y r - - 4.g .:546 " : - -.2 -7- 7 S C. - 4 %-S ''.-.'.%. t ':-• E miciamatiiim:TV,9;=',.;,..44. ( .' 4 yi, - ,1,,4 ,- ;-„,..../.;EZ;::1 , r.1:;,; -- ;::::.::;:,... ,- ., , ;::! , " ,- ,..;;FISti 4 1f' , ":;t4 . .4, - iLi . :-IS:,1, ...=.•.-trEF.,;:: • 2Houslng ••••:' : ' • • • • ,..;:: 41.4r - . 1 : 1 •,;" • 144.ir„,7 ..... W11 :the. proposaraffeet. existing„rtioUsingAerr.createi'ai:d ,4 addi • . • ;EicolanattimF.Y- : c/ Ye clia4 :,•4•4 , ••• • • ; -7: • • - • • • -71.11- „. S; . • t 2 241t.r.["4:::-•-t't.-"4:1'2;,;%:-. 3 ._ !: • • -t -; :4; [ " TjgCr.:.: 1 1crir4...... • . r ▪ Transportatlon/Cl Will the proposal •reoul 4: •iZY Generation.- of additional vehicular raovenentt ; ,r .r.cr .r4 Hr, (b) Effects on existing Oarkini:faCi 1 1 ti es denand ''.for,06 0:ts:poet upon existing trans portati on • systems? ; •'4 • ::••%%;, • : •:•ei" d) tertithis- to present patterns of. ci atioi(or ?•,• aii:ippote-euievortio04?: • : : -,%! • •,frr.4 : • • • r • • •:::!;. 1 7; • AI teratian*Lt.i: waterborne,-, i.; 1 cir traffktI-::• . '' r• 7"7.•; 4c:rrr• • ; • • • Y t , ) lnereale' ii' :,traffi c hazardi. to 'eetair ; vehi , • - bicycl I sts. . oripedestri ens?. . . 4,44: • ".4 EiO1 -;;;,.. ., te -4 . P •2Th 7 ;.• ••••• .././.4/. ••• " 41P • • • •1• • • % - • ' • (- 4• •• •■ • %. ; 5. 14 -!• ;•• • 4114.t. !•.- •• 4 - • • :2 • • =1 • q • 1 • • :2: v7,,tc;•1,1,•.. • . • •••••• ; • .2 .14 - 4: • '•„ • •k4Pe :Cr4k4_1 Pub 1 c rf.Sendircia Mt 11 ' pro .iii';'Effeet. rele g.'5116 n a;nee4Cor nem lor a I tired oyermeentil:' serVices'r ani;„o#4t/ie,:‘,•;•' foliowi I aFeaS ;bd. 7. : I 1 :11. ;el" • ' - • ft re Proteeticka; 4 1:1• • • ▪ %I • . • "4 •• • •• r i 4 . 4 • :P.: ' 4 1 . ?• J ?P.; .;.•.';•• • t? c t3. -+1 Mi1iiiliasneelcif4Mbli c faalli ties, including g , t f rr.4 r ' ta1 services? -. 444 t ;•;;4;;;;:;..- f -; • >tr.. ./ • .., . • .:'• . •' 1"..7 :5? ••.. • •• 1 • . • 'J .1 c• ; • •;•:4 1 1":,‘. •'N ' 5.... zs..• ; 4,:944:73. „Its! , ... • A 1 11- . 4 •• • (a Use of substantial amouritsof- fuel. or energy?:,f.- (b) Demand upon existing - sources of energy, or Tequirto the devel opnt (of new sources: of; enerthei . . Explanation: • - • - • v. crp,r, :••• : Jr " • ' W:: ":•.*;,,),••";',/• 5.•:(41■,1.4);.!":4•• • • 4 17:4Y " • • • ..- I CI::" ;1 *'.41 rrcri'; 11]:thetics10 1-, 1 1. the .prolotal.:.resu t in the obstructlon 4 .; view • open3o publ1 c or . wi ll the proposal 1 ; ,••••:..7. -, e7ii.q.,Sitilet10113 , 2,40ffetISIVe.'“tii7,90 . 0 to pUblie,'viiia:44'.41 ••-•4• ■•••• • • .4 4_ . , 4 .1. Haan Heal th :4••: Wi I tithe 'proposal • result in the creation of Si ..ftrar,:potrTit a i.health ".• hater& (lncludlng 'ciwintatl,heal th)? I. ; 1 •: ; 17 ; 1 7 77 L. :• ,-:4; - ,7:, t:rn p ji i r i t; ;; 1 ' ' ". : • ; '' ',,C;rk t- 1 1 " ; , ""- ' 7 'T • . • .40;•" 1 : 7 ;• " 4.; !•• <et 1;7 ,•,;: • YeS.V. •:• . r.; :40R STA0r, LLSE :ONLY ' •,.„. , ri6 : 6*a:hit: „44 .‘•,;., .•• •.: '". ,41".•44- lai •entrlriinmental cheek] 1 st and • other: pert1aient:. nformit1Oestaff . • . . , • w th 1 ... . 1 A. 5 .t • C • • ( . 1; .7 ;/".. ; 1 ' " • 1 • 1 ' ..1,ionaludis•tNatjthere are eq. ,lotenti al ly significant t;atierse%impacts and reCosieendse*1 asiNit 4,../.a..prdresed declaration . of ; nonsion1 fi caece. ••• -, ' t "T' /Cond1udfiti:.thati potentially aienifilcant adverse ImpaCti,rdereii t aiiiPcr ;lulls 9 4,-;;; .of4'signi fi canoe ; • •r• • , .,s4.4.. 1 ' • • ' " ' 1 Ceincl udesitnaty.:there - are Potintl ally s 1 gni fi cant adverse Impacts 4a tecausei;Ontne nat Of: : jki 1 a final. declaration zof,'"•nonsi 1 ca • , 4,41:11, • 4.. •:: 4". ; ft .t L7 .: .2;;/4 , - - . - • - - ' i ▪ 4". I 7 r ' r, • eatt,D.;„ 9.niticreation*:Y•iii 11 , the proposal 72 resul t it - -ingilipect uletv-tAergual - or ; - rn • t-i4 ,..:.,;(111 olportuni ti , • .. 7 . A s,1 : . .7 ,' . !.. 4 4 - - • ,„ - ' ' •': Li; • Yr: • • , • 1, the ii rSr firie'scistifi:/ro knOtf truthfully and under the be , s ,„ • iniSrePriseeta or l9r: wl fia !•-:eraw.:01chse10'11P ° ) ! ..c. °f : , • - ' • 1' !Ir.; if 1 081. Arcttio 1 oat ca 1)His tori :•. Will :the • proposal resiil e alteration of .9 - "-• significant t.archeo 1 ogi ca 1•, or !toil cal site:: itrOcturet, object or :•-• t ;•,•E ' " • 4 1' .;1, ! 4; ,•. • 2 7, -• 7, : 7„ , : „ , ..!:; 4. r 7-4 ffi• g. !;,. • r.a•r, • 4 ,.; -44 r • ; ;'7 • • • , ;41,4,1#1,'+}.',' • • c -• • ■ • • goo riiiponsestare bet • :401) th :2 '"' ?- •• check, • , , • • . ,.; •••ti'. the pens) 6,; ledge: 'Yli'..alSoYOireaistdiid; should there , of fullidii Sp_okine :Comity 1 el lit. issue .t- , ' rel 1 ancd ofi ' 2) z•A . ' as Tit: e Pri or TxPer '• ; ' ,•" , e.c17 -iVjY olifee 's ffJe 1 • •••:./ ...:- i p 1 ' : r'; tt .. Y tr:' - -, 04.1:1. 1 2X■d - . . . ..-: ?". , -.C . ,t; 4 1 F :4‘.- , .,.- ,;;,--' ,: %?.i. l',1? L t. 1- - -4 1 , fersoe;feinpleting ono z_ ,•, ,• . '.•;• -.„.4„"h" -y.,;14•Prit.41", „. GNATUREil• ow•:-PAGTr 4,,*y-tittilST;413E • ,„- ., d ' leted by applacan . 4 T9 -:ber comp . • : '• • P".1 •* * *it al * ** **4*"*„***** , ***** * **■*l, * s "zor jh • • , ,L •r 4 • ') [' 1 .gY • 't ' tid.1"-ranioinit'f.61 :thip'e3i Totall: um er.00 , r . . ,..„,„„. - J q: • -?- !';'", t f . '‘''.'., e 't! '' '''''''.!''' '. .- r ' ' . 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'3; 1 ty:‘,..,ct.Y:;:::;;P:•r^-; r - 2' ." the, lo 4. .. y3 _4- aleiha, JP radelSn ,f_‘, .the-then p o sal 4.c/(. *"....0,,,,,tftqa,k14r • ''uare'4.tfee • , -4- 14260ilbS8Eith;afeciir4o the-15141iniinairplat,' bil;if:ljaotCeilnt4he43iie4.,= • . , kr < • 45-tri-LY, :411,att'AV.5:.44,1‘ bT t4 ' •I 1 :y13'0 ACKiviaftEDGMEVTIVii-tit‘t":tiltt 1.1 " ' ":, ' • ; "•. ,v. 2 • • % PRoPps.45:LPIATINAIPS "r1L' , .4 - ' :t e a inforMetton.reques 4.54. • ne(Y1434?rq'-gl.'4 ZciariCeii -- ezinarePare " ystat. with tke „ k ****i•tigil:****11431(10 ▪ le******41■Ii***■11Iii,s;;1”11***111•4415■4i,V******'*..1”11104**111•11114aiii,liivilti cObttnue turd and title • :i77:"-): is is'. ••• • • OTARY - ' to be complet d' • ‘• • ' • - :thittaida-f.within";ourkddiltiCe*Irei. sutichvrato4 - .(iiitte.b1e).1anky-434).ja g ome ' .90:vg.Lpev serve v-zs gSe. a FtP 177 :;i7;4 1 E 1 g b.+ e. a : we j s wa • • • ' • - ' , • ... ;4 .i: • • •-•"4".1•": ' Nkiftietb3: •Z4 kig k E l--";s ti l- h t .?:' 1' C' . ! 1 •";' 1 :. ••• 1.41a !n etru.e-5and% er , ;1 .:(apInoyed), t e )3f as an i V ter:Source ".""'" "•-• --•'• • •;-. • • • •-• ;0 • i'• • • • • ••• *Ass • • • • • •_•• • • • • • • •••• •• • • • •• -1 2 • alth r fAJ.,.` - 1"-i-ii-set2atai; mpleted a r?tala!`j-thrFatgat19n2i0k,, , 2i‘equiteinen - te toi::Pi•elim4ieit.Pl:atia;; (- ' A Fire Fslow,P of < SbO 9 tnrrt& PIAN R k.O Ti7:BE sttfltit=DY-._ Pk�arLTV FInAL. A'PPROVkL� NYpRMrf- MruUwn.RES �D�{'►'x;`..P►�%�� THIS PART TO BE COMPLETED.;B Date= SubmYtted ate Accepted RELIMIN'A'R:Y PLATtAPPLICATION.FOR Part IU To;be comp:eted; Cognty Engineer,s.i;Office County ;`Engineers Office • requirements for plats; have eet� b'eenrsatisfied';:,subject to s'ubmissa`on and approval of ;drama calcu}atto ns and drainage';'plan Part V To be completed ?by County Uti;l i ties'Dept ounty`;Utili.ties Department requirements fo.r prelim.nary.,p have ;not)' been sat;isf-ied, Signatu nd i tle, Date Yo aw L orknoe4s 4$P fCCUJ:s4S PER .c►fhftV2 b oL `. � r-7 M6 'VUIPokIn g oRDWhI Part VI' To be completed by.:County Bu:ild'ng'b;,5afety', x Number of Lots 2, D ate Established Location Sec 3 T as R`/,L Adverti'sed Zone CI School District C%n i9�( 35� Checked. 'by F ire District` Q.JC .. W a te r 'District .5 :;$UBU, ,3A �1/ S ' ! Com p l Plan Category tfSA Aj; SJ411 A4),0t3e.,41 ,Q'U PSSA tbdry Y , PUBLIC ;HEARING DATE • PdOPcR'Y ".DESCRIPTION PON0ERJSA 7i(1'ADDi IONH • gnat portion of Section. 32, T 25 :4, Rz44. ; in Spokane County, dashington described as Follows -: • Begin at the 't4 corner' of Block 1 PONDEROSA FIFTH ADDITION, as recordedinVolume'16 of Plats,.. .page. 'Spokane County,'Wasn.; • thence :8_58" alongthe' South line .of:said 8locR 1,.,a. distance of feet to the Nor:therly,R /W of . Cimmaror Road;: thence, N 31''47:'.23" W, along ;aid R /r9;',. a distance of 310':.Oe' feet :;. thence ..''.08.'12'54 "E, 1, pararlel with said ^Block ;1, -.a distance' of 1000:00 ' >feetf thence N 15;03'08 "W 3 distance' of 325.00 "feet; };thence N 59 °30'36 "E,a distance of 330::00 feet to.the;NW.":corner:of` Lot '.5•, Biock".,2. in: said' :FIFTH ADDI'PION ;:; th'ence,,the, next: 8,`courses alongr "tne, :west .line of said - ADDIT.ION 'S' 30°36'00 "E a distance of•. 1:96• fee thence'3 27 °24'23 "E a distance ,of 90.63 feet; thence O 21'°00' 1.7 "E a 'distance of 91.05 feet thence 3 14°35'17"E a-iist ante of 91':.05 feet; thence S 38°10'17"E a-..distance of .9105.feet,'_ thence':S' 01° -a .dist'ance of B9.., , --feet, thence 3 03°.25 a :lit tan e': of 60:00 feet; thence 3 06. 2'.47 ""v7 3 of: '37..91 feet to the.•P.0:8 ?` .1 LAND SJ J� 8 CLARENCE E'SIMPSON ENGINEERS%tNC N 909 ARGONNE ROAD SPOKANE WASHINGTON 99212 926 -1322 JOB p-10'785 -A 6 • • • Total Total amount of Proposes Use of What is the driving di. Shopping facilities? highway C PRELIMINARY PLAT APPLICATION FORM ALL SIGNATURE BLOCKS (ON PAGES 2 AND 3) MUST BE FILLED IN, IF APPROPRIATE, BEFORE RETURNING TO Pah PLAT ADMINISTRATOR. Part I - To be completed by applicant and surveyor AREA AND DISQ' ANCE************************************************* * ** * * * * * * *4.4 * *** * * * *t * * * * * * * ** amount of land in this Subdivision: (112. Acres Total Number of Lots 'UP Proposed density of the Plat: adjoining land controlled by this owner or sponsor: 200 controlled adjoining land: Pc4-T /N jCcy4,."dr AJc'Kb stance in miles to the nearest fire station? / 4/icif' 3 tilicc. Municipal Boundary: 4.t ctit .Paved street or LAND USE Comprehensive Plan Category: Indicate the proposed land use of the plat: Single Family Dwellings (X ). Duplexes ( ). Indicate lots for duplexes: Multi - family dwelling units ( ). Indicate which lots: Mobile Homes ( ). Other ( ). Describe other uses: Describe any non - residential use proposed in the Plat: What is the present use of the property proposed to List type of uses: Cultivated land: (u` %'L. acres. Timber: acres. Vacant: acres. 2 �Q Lots /Gross Acre be platted? Pasture: Other: EXHIBIT B Mw, acres. Acres Acres Is keeping of animals desired? No (y'.). Yes ( ). Type: Proposed Zoning: . p--1 IMPROVEmENTS** ********************************* t************** * *t* * **** * *** * # #**t * ***** # #*##* Do you plan to file the Plat in its entirety as proposed, or will it be a multi -phase deve- lopment? kuat-IN4OvSiar> To what level of improvement will streets be constructed? Gravel ( ) - Minimum. Curb and Gravel ( ). Curb and Paved (>(). Paved only ( ). Describe any combinations of above: What is the time period expected for complete development of the Plat: 3 7� ° Street; improvements completed? Y$Z5 . Substantial number of lots occupied? '2, YQ . Is dedication of any land for public use contempleted? (Parks, schools, etc.) No. (y(). Yes ( ). Describe: Square feet Indicate the size of units proposed to be constructed: ((IOC. S 4 Number of bedrooms : Estimated Sale Price (C1�Cf� - Will buildings be built on the lots before they are sold: No (DC ). Yes ( ). Will any special deed restrictions be included in the sale of lots? No ()4( ). Yes ( ). If "yes ", explain: UTILITIES*** t************************************ * *** ** * * * * * * * *f*. * ** * * * * * * * *44* Indicate the proposed method of sewage disposal' Septic tank () ). Lagoon ( ). Treatment plant ( ). Other, or combinations (Describe) Indicate the proposed source of water supply: Individual wells ( ) - Private community system ( ). Indicate method of extending service to the lots (Dwellings): Underground utility easements ( Overhead utility easements ( )• Utilities in streets ( ). No easements ( )• Indicate the distance from this proposal to the Indicate size of nearest main: ( GP nearest existing water main: inches. Public system (X ). 4 C -OVER- feet UTILITTRS - (Continued) List utility companies or districts expected to provide service to this Plat: Electricity: w? .Gas: Water: c5hcM.,;l: <�ihiBc..11234..)Phone: ACKNOWLEDGMENTS PROPOSED PLAT NAME: I, the undersigned, been prepared by me County P SURVEYOR I, the undersigned,'swear under the penalty of perjury that the above responses are made truthfully and to the best of my knowledge. I further swear that I AM THE OWNER OF RECORD of the site proposed as the preliminary plat, or, if not the owner, attached here- with is written permission from said',owner authorizing my actions on his or her behalf I also understand, should there be any willful misrepresentation or willful lack or full disclosure on my part,' Spokane' County may withdraw any declaration of non significance that it might issue in reliance,upori this checklist. • NOTARY SEAL. •**** •*** / C. Sigaa J ae E X H I B I P A PRELIMINARY.PLAT APPLICATION FORM (Continued) Pa i•I t)&'pc ts,. � Ti /s•M i T10-1)* have completed the information requested, and the Preliminary Plat has under my supervision in accordance with the' requirements of the Spokane tment and the laws of the State�ef Washingtin. et (Signed) (Address) N f09 /4eerfmaj6 tg SPoie- uu (Signed) (Address) NOTARY- signature and title 77/ 5 C*' / 5 14. / (•� . c , 11 5'i2'a( en— Date: Phone: Zip: 2M/84 Page 2 Date: */., f, 2i 19Xie Phone: ?;'4 - � 71 Zip: Date: i lei'. < Z / z. - ; I 5 4 - Part II - to be completed by water purveyor -- See PART VI 47 y. A. This subdivision (is) snot situated within our service area. B. We are cCable (not able) and willing to supply this subdivision with adequate water for fdomes ) (fire) (industrial) (commercial) uses. C. .Satlbf pry arrangemeAt ( g,k}avao not .2�be e cbe �ser� i s ,J Q�D06 PL' 2uv.S D. Signature (only when items A, B & C are true tesr and completed? E. Private (wells) (water system) is (approved) (denied) as an interim water source. S'Pa=.44E SuBotZ h& UI. , TE2 Oi(.. w ' 1 J 2 / 2 3 / E'`'f- purveyors name signature and title date ' ' Part I:- be completed by Health District A. Health District staff has eted a field investigation of the site. B. Health District requirements for preliminary plats h have note been satisfied. ()Z.- /Zj `( C! 5 ¢c 4s E X H I B I T A PRELIMINARY PLAT APPLICATION FORM (Continued) Page 3 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Part IV - To be completed by County Engineers Office A. County Engineers Office requirements for preliminary plats have 44ave- -set-) been satisfied subject to submission and approval of drainage calculations and drainage plan. B. Signature Sign, re and Title * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Part V - To be completed by County Utilities Dept. A. County Utilities Department requirements for preliminary plat as -a-ua (have not) been satisfied. B. Signature S'ignatu nd. itle Planning Department Information 2/0 Date Z /L3/ Date * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * HYDRhW r cocArfoNS Ast) fcoWS Peg, c$Afrt2 to..oy or - c- 4141IDRM hRE oRDWA■CL Part VI - To be completed by County Building & Safety A. Fire Flow of yp, gallons per minute required for proposal.rarrs 4_ Ac12e w4'TER PtAM QU,ALD - ib I3E St4BMitrTW Mor- FINAL A'PPRcn c., NYD 1dr A, � s# t� Pint, Yx. , wed slay P 4tnWMRra sWDU4c P►asi oP 20 psl y signatur and title date „ a THIS PART TO BE COMPLETED BY SPOKANE COUNTY PLANNINT DEPARTMENT Preliminary Plat Fee: Date Submitted: Date Accepted: Checklist Fee: Plat File No: Plat Name: Zone Change File No: Existing Zoning: Number of Lots: Date Established: Location: Sec. T R Advertised Zone Change: School District: Checked by: Fire District: Water District: Comp. Plan Category: PSSA bdry: PUBLIC HEARING DATE: � qy 1LORDER ORDER OF FUN 811808 1 ' Old National • Bank 0 Eaal Side Branca Spokane, Washington (19202 / o"!--) 'a, C7 1 ""C PHILLIPS DEVELOPMENT, INC. N2 358 E. 9715 - 44TH AVENUE 926-217 OR 928-1226 r xe1 /1x51 SPOKANE, WASHINGTON 99206 _� /_ y _ fW io p (- s -- // O� a /) / �mr'/r,, J.? 7 - /)d_d,_Z N. 0000 3 58 1: L 25 L00034 L 25111580w 111' i - -- DOLLARS AMT. OF ACCOUNT AMT. PAID BALANCE DUE RECEIPT Date_ D � n2u is 3 19 8 Received From Ph' \1', veI Address Dollars $33= For Ze, _iN `e.-i ACCOUNT HOW PAID . CASH NM - ORDER SPOKANE COUNTY ENGINEER N. 811 JEFFERSON SPOKANE. SH1_N ' N 99260 BY C 6974 A. PROPOSAL DEVELOPER or AGENT OWNER ENGINEER B. PRELIMINARY Remarks: Preliminary Conditions C. INSPECTION Fee Pat :I: Da Le a) b) c) d) e) f) g) E. FINAL PLAT CHECKS D. 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 1 O N-- Project Name: I -7") 11LWr cn) Number of Parcels: Section 362. T. N., R. //y Name: Address: Phone: Business Name: Address: Phone: Business Name: Address: Phone: Business CONSULTATION: Date: Right -of -Way Curb Sidewalk Tl, w (\ Elk. NOTE: This proposal must comply with proach and Drainage in New Construction No. 80 -1592 as amended. Conditions are spection and review of County records. Date: Remarks: A5 dP.pki .4) 0 Pave / Approaches WV' TS 1?e,4�(1i,t Zed Drainage 2051 OpPlie`j'- State /City Review Yes I ) No SLY O Fee Pa Id Yea Amount $ 33 -. PLa mil rig [cation Signed: Date / / By:, By By: -- 1e - — I•, . Hume Home Numbe E.W.M.; Quarter 1 2 3 4 r t nel?.5 r) a & 0 e e d n9 9'919- (3 2 2-- Hume Z /d3 / � i ' 44 By : -f9 r ea—OC/I .iuu 111 1 U••t' IN ./ FP fp -' . 1 . JW$T' - @rLZT= mac_ Spokane County Regulations for Roads, Ap- Board of County Commissioners Resolution preliminary and may change after field in- �`` Cash Check : Chet-k Cash Amuun[ __ - -- - - - - --- Md 1 l,cm.11.1. Cal 1. Survey ug Chet: ks: Y______ ._.__ Ilu. 1 Date. K ;':u. 3 Da L.: By -' - -' - - - - - -- Addis •,ndI alai llcln•11 I Ca I .110 5n1 yin); Check:,: :.,•. 4 ltd 1.- 15y .._ . __. I'.•. 5 I),Il 0 1)' 11 :1 1.. 11y - _ .• . . U. 11 e. And .t. 1,1 .1 .1 .1u,1 .t. .I. A,n .• \ I 1 1 . I'd ....- And . •\ I,1 . 1'.I . it Vets A4. SPOKANE COUNTY COUPT NOUSC C .. I ..p s ov`. RE: Gentlemen: GSN287:sla Attachment Thank, you. 6 ' i e( osa fig. :7sv. 4w % 'r 1 e e oIN•IOS OF COUNTY ENGINEER Ronald C. Hoffmann, P.E. COUNTY ENGINEER S l'(DK.'trj , «'%.SnX GTOZ 99260 Date: A review of the road, drainage, and parking plans for the above- refer- enced plat, short plat, binding site plan, and /or building permit has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted, mark all changes on the revised print in color. If you have any questions about this review, please contact us at 456 -3600. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer i ^ r Gary S. Nelson, P.E. Planning Engineer ; \ Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 E the to be 7TH .ng ton harm 9t 1.1 any ots or i ty and • Safety and the r to or..Successor(s) in interest agree;. to authorize the .County The Ovner(s) etition' for . the_formation of. 'a .ULID , by petition place their .•ntme(o).RCW a petition the Owner(s) of a'�':protest petition proper puandanfu ther•RCW :36.94 :t.9o:jectcb t hy.; petition frsaant tt" tCW• et ition against and r ;noa U object S the n method p tho�. against the formation of a ULID by resolution method ro erty: PROVIDED. . shall fco�n objection' any assessment( • n which itheudOw•�er( Owner (s) e p conjunction with the not prohibit the Owner (s) Successor tion impr(v) h called for tb the formation as a U LID b e the petition under n or resolution method the formation of a ULID by either p _ issuing a building permit the lot oymer shall pcovide Chapter 3 a Prior Lo t Grading adingne ng Pl County wi th said building ermit.' .This 'Lot Grading Plan shall a 'Loia' wilano'file. in the.County'Engineers' office. L to the overall grading P e "use of private wells and water systeshow nare hereor to Spokane • Lot 2, 'Block 3 and as adjacent County to be .deeded . road purposes forever.at • such time P is platted.'. property the:str - eets shown hereon ` The platter does hereby dedicate forever must road purposes. plan exists for .all' lots. Grading n approved overall lot grading P Engineers' office. . conform to said plan on file in_the County End. U tility easements as shown are hereby p e lowest opening forany structure constructed on lots in Bl shall 0 2084to6:9, Lot 2, -81. 71:'9. Lm 8 Jo(aA.9 0 as follows: Lot 1,- �. 76 7 t• j.o c oo LoT. aob •1 4o 7 po c u m 0 a 20,124 L D 9 - o ,b s ent S under uditors yQ or ' recorded ' . storm drainage ',easement '. as' okane'.00untyto' provide for runoff .from: • No. _ ,.o� �nao,5 is granted to Sp . lots within this subdivision. . 1 2'o n 3 of . @ lock " ! is •ervby prov Qed A drainage easement as shown' Lotg , r o 114-te k A0U. IN WITNESS WHEREOF, __we have hereunto set our hand and affixed our . zeal this a5. day of 4PC — ;1989. • 3 1 Fi. 160 150 140 130 120 110 100 90 g i c 7 A/ , ; ) — x`4 F bticO e.r 4-247 427.e) 12Z. 12.2-.0 1 0 9 .7 12.3 10'1.1 09 24. 125•�n 110,S" V S•1 1'0`(51 7 37 I �S.O In 154.7 (0b 4 .I - 7•- I o9 y \ I `do Ey SAMPLE GRAVELN % RETAINED #4 1 . 7 c 7n u PASSING #4 OISTU_R! CON EN1 TESTED BY it S AND' °S0. 44 COMPACTION TEST DATA cO O D WGT. OF MOLD SLOWS PER LAYERZc NO. LAVERS 4- TAMPER WT. 3 DROP HT. MOLD DIA. WGT. OF WET SOILSMOLDe.,, c45,7 ej WET UNIT WEIGHTCM MOISTURE SAMPLE NO. WGT. OF WET SOIL WGT. OF WET SOIL e. OISHG WGT OF DRY SOIL E. DISH 6 WGT. OF WATER WGT. OF DISH WGT. OF DRY SOIL MOISTURE CONTENT /b DRY UNIT WEIGHT/ 4M t MECHANICAL ANALYSIS // FINES AX Y�� E ,, N5ITT D br erSOR 72- ? J OB 40. ft, p 30 Sc eeeu . G Z.13 5 CONTRACT: @i t O9 IO 15 20 25 30 MOISTURE CONTENT — %OF DRY WEIGHT 35 40 STA: 45 50 Project: ( , J ({ Q 1 A Material:S e 5A+10I Contract: C. 1i ' — 0`34 — SP•1 A. WGT OF DRY MAT S3? R B. WGT OF PYE + 11 0 I yr 8 2 p A +B= I .9 / (n . 8 C. WGT OF PYE + H 0 + MAT } $OO .h 2 A +B -C 19(0 RICE SP GR = A = Z .1 7 ) A+B -C 5(...t la Foe. NAeJa2 c1 RICE SP GR X L2.2 -MAX WGT /CU FTIJ 3..j % AIR VOIDS-100X1 -BULK SP GR= Date: 6, - 1 3 - 90 ASPHALT CONCRETE PAVEMENT CORES DETERMINATION OF % AIR VOIDS W.S.T.D. TEST METHOD NO. 706A (METHOD C) LAB N0. CORE NO. LAB NO. CORE N0. C. WGT IN WATER C. WGT IN WATER B. WGT SAT. SURF. DRY B. WGT SAT. SURF. DRY A. WGT OF OVEN DRY SAMPLE A. WGT OF OVEN DRY SAMPLE A = A= CALC BULK SP GR = B -C CALC BULK SP GR = B -C WGT /CU FT. = BULK SP GR X 62.2= I WGT /CU FT. = BULK SP GR X 62.2= RICE SP GR W.S.T.D. TEST METHOD 705A (68 ° ) A. WGT OF DRY MAT B. WGT OF PYE + H 0 2 A+B= C. WGT OF PYE + H 0 + MAT 2 A +B -C RICE SP GR = A = A +B -C RICE SP GR X 62.2 =MAX WGT /CU FT % AIR VOIDS =100X1 -BULK SP GR= RICE SP GR RECEIVED MAY G 1 1990 BEFORE SPOKANE COUNTY PLANNING ErEtrAMINIIIENT IN THE MATTER OF AN EXTENSION OF TIME REQUEST FOR PE- 1451 -84, PONDEROSA 7TH ADDITION, AN APPROVED PRELIMINARY PLAT THIS MATTER, a request for an extension of time from Howard C. Lemley has been received and decided upon, pursuant to Spokane County Subdivision regulation (Chapter III, Section G) and RCW 58.17.140. FINDINGS OF FACT 1. The individual signing below has been properly delegated the responsibility for rendering this decision by the Spokane County Director of Planning. 2. The subject preliminary plat was approved by the Board of County Commissioners on October 23, 1984. 3. A three year time extension until May 1, 1990 was granted administratively by the Spokane County Planning Department in April, 1987. 4. If finalization of this subdivision does not occur prior to January 1, 1991, the existing zoning will be changed to the appropriate 'new zone,' of the Zoning Code which may have different standards or uses than originally requested. 5. Spokane County has established specific criteria for considering the extension of time for the expiration of preliminary subdivisions, specifically for regular subdivisions, and department policy for short subdivisions. These criteria are found in Chapter III, Section G of the Spokane County Subdivision Ordinance and have been used as a basis for this decision. 6. The Comprehensive Plan designates this area of the preliminary plat as Urban, Suburban and Semi - Rural, and the location is within and outside the Priority Sewer Service Area. The Comprehensive Plan designation is proposed to change on May 22, 1990 so that Suburban will become Suburban ( +) and Semi -Rural will become Semi -Rural ( +). 7. One additional condition has been recommended by the County Utilities Department. 8. This is the second request for a time extension. The total life of the preliminary plat has been approximately six years. 9. The following fact is also relevant. A portion of this preliminary plat is currently being reviewed for finalization by the affected agencies. This is Ponderosa 8th Addition containing 8 lots out of the preliminary plat of Ponderosa 7th Addition's 26 lots. CONCLUSIONS BASED UPON A REVIEW of (a) the criteria for approving an extension of time of the expiration date for a preliminary plat and (b) the above Findings of Fact, the following conclusions are made. 1. That a three (3) year time extension should be granted. 2. The applicant/owner should show substantially greater progress toward complying with Chapter III, Section G, of the Subdivision Ordinance before requesting an additional extension of time. DECISION FINDINGS OF FACT CONCLUSIONS AND DECISION BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for application PE- 1451 -84, Ponderosa 7th Addition is hereby APPROVED until May 1, 1993. Extension of Time Findings 1. A consolidated set of applicable conditions of approval is attached. Additionally, the following applies. a. A dry sewer connection to the future area -wide Sewerage System is to be constructed. Plans and specifications for the dry sewer connection are to be reviewed and approved by the Utilities Department. 2. Subsequent extension of time will only be considered upon a finding of substantial compliance with Chapter III, Section G, of the Subdivision Ordinance; otherwise the preliminary subdivision approval will become null and void. DATED THIS , 2I DAY OF MAY, 1990 REV 1190 File No. PE- 1451 -84 ' Page 2 CONDITIONS OF APPROVAL Under state law and county ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner Committee. Upon receipt of an appeal, a public hearing will be scheduled. To file such an appeal, you must submit a letter along with $100 processing fee,to the Spokane County Planning Department, within ten (10) calendar days from the date this decision is signed. If you have any questions, please call the Planning Department at 456 -2205. mo County Engineer County Utilities County Health District County Building & Safety Fire Protection District No. 1 Spokane Suburban Water District Howard C. Lemley, E. 9611 Sprague Ave., Spokane, WA 99206 Phillips Development, Inc., E. 9715 - 44th, Spokane, WA 99206 Michael Phillips, Simpson Engineering, N. 909 Argonne Rd., Spokane, WA 99212 File W0. 84 0913 BEFORE THE BOARD OF COUNTY COMMISSIONER OF SPOKANE COUNTY, WASHINGTON IN THE MATTER CONCERNING PRELIMINARY ) SUBDIVISION PE- 1451 -84, PONDEROSA 7TH ) FINDINGS OF FACT, ADDITION AND ZONE RECLASSIFICATION ) CONCLUSION AND DECISION ZE- 36 -84, FROM AGRICULTURAL TO R -1 ) SPONSOR: PHILLIPS DEVELOPMENT, INC. THIS MATTER, being considered by the Board of County Commissioners of Spokane County, hereinafter referred to as the "Board ", of an appeal of the Spokane County Hearing Examiner Committee decision of April 19, 1984, where said committee APPROVED said proposal with conditions of approval. The Board received an appeal application on May 4, 1984 by Arthur W. Schroeder. The Board held a de novo public hearing on June 12, fully considered all testimony presented, and having indivi themselves with the vicinity and the site in question, did July 3, 1984, to DENY the appeal after considering or concl FINDINGS OF FACT 1. That the April 19, 1984 STAFF REPORT was considered. 2. That the April 19, 1984 Hearing Examiner Committee Findings and Orde were considered. 3. That the file of PE- 1451 -84 was considered. 4. That the proposal is located in a "transition area' designated as URBAN, SUBURBAN and SEMI -RURAL on the adopted Spokane County C rehensive Plan and is mostly within the Priority Sewer Service Area (PPSSA) where Spokane Valley sewers will be installed. 5. That the proposed density is consistent with the Comprehensive Plan and the adjacent lot sizes. 6. That consideration was given to concerns regarding surface and subsurface drainage toward the adjacent lots of Ponderosa 5th Addition. 7. That the preliminary plat conditions of approval require Spokane County Engineer review and approval of Drainage Plan (prepared by a licensed Professional Civil Engineer) prior to filing the Final Plat of the proposal. 1984, and having dually acquainted reach a decision on uding the following: r 8. That the sponsor agreed to do extensive grading on the proposal site to reduce the existing hill and reduce potential drainage problems. 9. That the sponsor should prepare an overall "grading plan" of the preliminary plat site for Spokane County Engineer review and approval prior to filing the final plat. The purpose of said grading plan is to ensure each lot is buildable and assure that the proposal will not increase the flow of water outside the proposal boundaries. 10. That additional assurances regarding surface drainage should be provided by requiring each building permit in this proposal to include a 'lot grading plan" to be reviewed and approved by Spokane County Engineer. 11. 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. 12. 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, SUBURBAN and SEMI -RURAL of this area, adoption of the Comprehensive Waste Water Management Plan and the ASA overlay zone. NO. 84 0913 Findings of Fact, Conclusion & Decision 13. That the Board concurs with the Hearing Examiner Committee Final Declaration of Nonsignificance 14. That the proper legal requirements for advertising of the hearing before the Board have been met. 15. 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 Decision 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 prior to filing the Final Plat the sponsor shall submit an overall "lot grading plan" (all lots within said plat) for Spokane County Engineer review and approval. b. That the Final Plat dedication shall provide appropriate reference to said overall "lot grading plan" as approved by Spokane County Engineer. c. That the Final Plat dedication shall include: That prior to issuing a building permit the lot owner shall provide a 'Lot Grading Plan' with said building permit." BY THE ORDER OF THE BOARD THIS .DAY OF ,1984. BOARD OF COUNTY COMMISSIONERS The above action taken by a unanimous vote of the Board of Spokane County Commissioners as follows: Commissioner Keith Shepard - Aye Commissioner John McBride - Aye ATTEST; By: WILLI . DONAHUE C1 � the Board , 'a. t S �✓ � ✓L los nne 'ontague, 'eputy PE- 1451 -84 & ZE-.36 -84 PONDEROSA 7TH ADDITION A. INTRODUCTION SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER This matter having come before the Spokane County Subdivision Hearing Examiner Committee on April 19, 1984 and the members of the Committee present being Richard Skalstad, Chairperson, Lynn Tennican and Jerry Williams. B. PROPOSAL The sponsor, Phillips Development, Inc., is requesting approval of a preliminary plat of PE- 1451 -84, PONDEROSA 7TH ADDITION, and Zone Change ZE- 36 -84, Agricultural to R -1 for subdivision of 10.5 acres into 26 lots for single - family dwellings, and there being present, the following applicant or representative: C. FINDINGS OF FACT Michael C. Phillips & Henry Lloyd Phillips 1. Thar the proposal and information presented in the STAFF REPORT was considered. 2. That the Comprehensive Plan designates this area as URBAN and SURBURAN with a small portion of the proposal in SEMI - RURAL. 3. That the proposal is within the Priority Sewer Service Area (PSSA) boundary for the area designated Urban and Suburban. 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 one of the owners of adjacent lands expressed disapproval due to existing surface and groundwater problems, that assurances were given for no further development to the west and that several million dollars worth of property devaluation would occur. 6. That the "Shannon & Wilson, Inc. - Drainage Report" indicates an opinion of surface runoff percolation as part of said water problems. April 19, 1984 File No. PE- 1451 -84 Findings & Order Ponderosa 7th Addition C. FINDINGS OF FACT (cont'd) 7. That development of the proposal will require an engineered and approved "drainage plan" prior to filing the subdivision. 8. That development of the proposal with an approved drainage plan will tend to resolve the existing percolation related water problem by controlling the drainage of the surface waters. 9. That the proposal is of similar density and the same land use as the existing adjacent Ponderosa developments. 10. That the shaded area of the preliminary plat of record should be left out of the Final Plat or designated as "non- buildable." 11. That the provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with. 12. That the proper legal requirements for advertisement of Agenda Item have been fulfilled. 13. That the Hearing Examiner Committee finds the proposal as conditioned is not detrimental to the general purpose or otherwise harmful to the public health, safety, and welfare. D. SPECIAL CONDITIONS OR CONTINGENCIES APPLICABLE TO THIS DECISION Those conditions as listed in the April 19, 1984 STAFF REPORT, and as follows: la. That the shaded area of the Preliminary Plat of Record be excluded from the Final Plat or designated as "non - buildable." E. ORDER The Hearing Examiner Committee pursuant to the aforementioned, finds that the application of preliminary plat PE- 1451 -84, PONDEROSA 7TH ADDITION and Zone Change ZE- 36 -84, Agricultural to R -1, is hereby APPROVED to May 1, 1987. Motion by: Jerry Williams Seconded by: Lynn Tennican Richard Skalstad - Aye Jerry Williams - Aye Lynn Tennican - Nay 2 April 19, 1984 File No. PE- 1451 -84 Findings & Order Ponderosa 7th Addition ATTEST: By: Date: L_ JOHN NUNNERY Spokane County Subdivision Administrator dfri x5 )9 371 3 HEARING EXAMINER COMMITTEE HEREBY ATTEST TO THE ABOVE FINDINGS, ORDER AND VOTE. %2 l J , •x' /�.114 ) 3 TO: SPOKANE COUNTY HEARING EXAMINER COMMITTEE FROM: •SPOKANE COUNTY PLANNING DEPARTMENT STAFF RE: PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION PE- 1451 -84, PONDEROSA 7TH ADDITION ZE- 36-84, Agricultural to R -1 I. GENERAL INFORMATION Sponsor: 926 -2178 Surveyor /Enqineer: 926 -1322 Phillips Development, Inc. 9715 E. 44th Spokane, WA 99206 Location: Located in the Ponderosa Area approximately 1/2 mile west of Schafer Road north and adjacent Cimmaron Drive and 150 ft. west of Woodruff Road; within Section 32, Township 25N,.Range 44 EWM., Spokane County, Washington Comprehensive Plan: URBAN, SUBURBAN and SEMI- RURAL, partly within the Priority Sewer Service Area (PSSA) boundary. Proposal: The sponsor proposes to divide 10.5 acres into 26 lots for single - family dwellings and change the existing Agricultural zoning to R -1. The typical lot will be 13,000 sq. ft. with typical 100 -ft. road frontage along a new road - -- Sunderland Road extended northward. II. SITE PLAN INFORMATION STAFF REPORT April 19, 1984 Michael C. Phillips N. 909 Argonne Rd. Spokane, WA 99212 A. Site Size: 10.5 acres B. Characteristics Flat and vacant being cultivated with a northwest slope to a natural drainageway at the west boundary of the preliminary plat. West of the north flowing drainageway is a hill rising with an east facing slope, which drains into the drainageway mentioned. The proposal site is the last relatively flat land available to develop, additional westward development would require hillside type development. - 4 - 5 STAFF REPORT, APRIL 19, 1984 PE- 1451 -84 PONDEROSA 7TH ADDITION II. SITE PLAN INFORMATION C. Neighborhood Characteristics: This proposal is located at the west side of "Schafer Neighborhood ", which is a single - family dwelling community. Most of all the lots are developed except some lots in "Ponderosa 4th and 5th Additions" are not built on. Ponderosa 5th parallels the proposal adjacent and east. East and across Woodruff Road is the Ponderosa School. D. Agricultural Summary: The Comprehensive Plan has identified this area as mostly URBAN (N 1/2) and SUBURBAN (S 1/2) which precludes any agricultural land uses for this site. E. Zoning: Proposal - Reclassify to R -1. Site - The existing zoning is Agricultural, 1959. North - The existing zoning is Agricultural, 1959 and R -1, 1979 for "Ponderosa 5th Addition." East South - The existing zoning is Agricultural Suburban, 1972 for "Ponderosa Acres 6th" and Agricultural Suburban, 1978, for "Ponderosa Acres 7th Addition." West - The existing zoning is Agricultural, 1967. F. Land Use: Site - Vacant cultivated field. North - Single - family dwellings on 15,000 to 16,000 sq. ft. lots in "Ponderosa 4th and 5th." East South - The existing zoning is R -1, 1979 for "Ponderosa 5th Addition" and R -1, 1978'for "Ponderosa 4th Addition" and Agricultural, 1959 for the School site. Same as north above, except at the south portion of the proposal site east across 'Woodruff Road is the Ponderosa School. Single - family dwellings on 1 -acre lots in "Ponderosa Acres 6th" and on 3/4 -acre+ lots in "Ponderosa Acres 7th." West - Vacant hillside with east slope with natural vegetative cover. STAFF REPORT, APRIL 19, 1984 PE- 1451 -84 PONDEROSA 7TH ADDITION II. SITE PLAN INFORMATION (cont'd) G. Comprehensive Plan Designation: The Comprehensive Plan designates this area as URBAN for the north half of the proposal and SUBURBAN for the south half 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. A small portion of the northwest portion of the proposal that is in the NW 1/4 of Section 32 is SEMI -RURAL - -- most of this area is not proposed for lots. H. Special Information: Circulation - The preliminary plat proposes to extend Sunderland Road northward with a connection to the existing 39th Ave. stub road and ending in a "Cul -de -Sac" at the north end of the site (see preliminary plat map). Design - A single row of 13,000 sq. ft. lots are proposed on each side of this new north -south road. The new lots on the east would have their rear yards adjacent the existing rear yards of the lots in "Ponderosa 5th Addition." Density - Although the lot sizes in the adjacent east "Ponderosa 5th Addition" are slightly larger at 15,000 sq. ft. the proposed 13,000 sq. ft. lots will have no visible difference since the lot width will be identical at 100 ft. - -- only the lot depth is different 130 ft. -vs- the existing 150 ft. Drainage - The proposal site will drain to the west and northwest toward the north flowing natural drainageway which parallels the site's west boundary. Surface water drainage plans are required prior to filing the Final Plat that is prepared by a licensed engineer to assure compliance with County drainage regulations. Water Supply - Spokane Suburban Water District will provide water. An approved water Plan will be required prior to finalizing this preliminary plat. Fire - The proposal is within Fire District #1. The Fire District and County Building & Safety Department (fire marshall) are required to approve fire protection provisions prior to finalizing the preliminary plat by reviewing the Water Plan for hydrants, hydrant spacing, water flow capacity and emergency access. STAFF REPORT, APRIL 19, 1984 PE- 1451 -84 PONDEROSA 7TH ADDITION II. SITE PLAN INFORMATION (cont'd) H. Special Information: Sewage Disposal The County Utilities Department has authorized on -site septic tanks /drainfields with provisions for ULID agreements and double plubming. The County Health District is requiring a demonstration (holes dug) that there is a suitable drainfield site for each lot prior to filing the final plat. 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 at the west side of "Schafer neighborhood" and no park is proposed at this site. Cultural Resources - None have been identified. III. BACKGROUND /ANALYSIS A. Land Use: Staff finds the proposed addition of 26 new single - family lots ranging in size from 13,000 sq. ft. to 16,800 sq. ft. to be compatible with the adjacent 15,000 sq. ft. single - family lots as well as the surrounding single - family 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. The adjacent and east lots are R -1 zoned; therefore, the proposal represents "more -of- the - same." C. Comprehensive Plan: Staff finds the proposal meets the purpose and intent of the URBAN and SURBURBAN designation; as "fill -in" development for both Urban, "Transition Area ", and Suburban, for the Priority Sewer Service Area (PSSA), and for the existing public services and facilities of the near vicinity. IV. ENVIRONMENTAL REVIEW An Environmental Checklist was submitted by the sponsor and has been reviewed by the Planning staff. No significant adverse environmental impacts were judged to exist. -8- STAFF REPORT, APRIL 19, 1984 PE- 1451 -84 PONDEROSA 7TH ADDITION IV. ENVIRONMENTAL REVIEW (cont'd) Possible slight adverse environmental impacts were identified on the checklist in the following categories: earth, air, water, flora, fauna, noise, light and glare, Natural Resources, population, transportation /circulation, public services, energy, utilities, Human Health, and Recreation. 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 filing final plats in phases is allowed with approval of the County Subdivision Administrator. 3. 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. -9 STAFF REPORT, APRIL 19, 1984 PE- 1451 -84 PONDEROSA 7TH ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY PLANNING DEPARTMENT CONDITIONS (cont'd) 4. 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. 5. 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. 6. 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. 7. 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. 8. That appropriate road names be indicated, and approved by the County Subdivision Administrator prior to filing the final plat. 9. 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. - 10 - STAFF REPORT, APRIL 19, 1984 PE- 1451 -84 PONDEROSA 7TH ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY PLANNING DEPARTMENT CONDITIONS (cont'd) 10. 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." 11. 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. STAFF REPORT, APRIL 19, 1984 PE- 1451 -84 PONDEROSA 7TH ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY PLANNING DEPARTMENT CONDITIONS ( cont'd) 12. 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. 13. 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." 14. Upon filing the final plat the zone change shall be finalized and the existing Agricultural zone classification shall be changed to R -1. COUNTY ENGINEERING DEPARTMENT CONDITIONS 15. That conditional approval of the plat is given subject to dedication of Right -of -Way and approval of the road system as indicated in the preliminary plat of record, as approved by the County Engineer. 16. 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. 17. 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. 18. 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. 19. 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. STAFF REPORT, APRIL 19, 1984 PE- 1451 -84 PONDEROSA 7TH ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY ENGINEERING DEPARTMENT CONDITIONS ( cont'd) 20. 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. 21. That appropriate provisions be made that the following described property be held in trust until the continuation of the streets be dedicated or deeded: A 1 -ft. strip at the ends or edges of all streets that terminate or border the final plat boundary. (Temporary Cul -de -Sacs are required when streets terminate at the Final Plat boundaries.) 22. 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." 23. 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. 24. 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. 25. That road design, construction, and drainage control for 1/2 Right -of -Way and Stub Road connections are the responsibility of the developer /applicant. 26. That no direct access from lots to Stub Road connections until such roads are constructed to County Standards and established as County Roads. 27. That Public Road Standard TYPICAL Roadway Section be: "Section Number 2" for Sunderland Rd. with Minimum Paving width "Access Std." 28. The word "applicant" shall include the owner or owners of the property, his heirs, assigns, and successors. - 13 - STAFF REPORT, APRIL 19, 1984 PE- 1451 -84 PONDEROSA 7TH ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY ENGINEERING DEPARTMENT CONDITIONS (cont'd) 29. Existing County roads providing direct access to the plat shall be paved and curbed to Spokane County standards. 30. Applicant shall assure that adequate sight distance for a County Road Intersection will be maintained at the intersection of the proposed Sunderland Road extension and Cimmeron Drive. COUNTY UTILITIES DEPARTMENT CONDITIONS 31. 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. 32. 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. 33. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County; as amended. 34. Each dwelling unit shall be double plumbed for connection to future area -wide sewerage collection system. COUNTY HEALTH DISTRICT CONDITIONS 35. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social and Health Services (DSHS). 36. 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." - 14- STAFF REPORT, APRIL 19, 1984 PE- 1451 -84 PONDEROSA 7TH ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY HEALTH DISTRICT CONDTIONS ( cont'd) 37. 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." 38. 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. 39. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that a suitable site for an on -site sewage disposal system is available on each lot. COUNTY BUILDING AND SAFETY DEPARTMENT CONDITIONS 40. 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. 41. 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). 42. That the Water Purveyor and Fire District shall sign the WATER PLAN prior to County Building & Safety Department's review. - 15 - TO: SPOKANE COUNTY PLANNING DEPARTMENT (Current Planning Administrator) FROM: SPOKANE COUNTY ENGINEER OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON April 27, 1990 SUBJ: Time Extension Request PE 1451 Ponderosa 7th Addition re: Subdivisions We have reviewed the above referenced Time Extension Request. The following comments are applicable to the request. 1. We have no new Conditions of Approval to add. Plat Number: Number of Lots: PRELIMINARY PLAT EXTENSIal OF TIME FORM Sponsor: - n /IJ,)AP ri (P. /PM ley/ Address: F. 9l // ,SWFihr, ti City, State, Zip: r yn L-,,, /r /OA Acne No: 944- -o2cL4 9�i� Engineer/Surveyor: Phone No: Number of lots originally approved: Number of phases_finelized to date: PHASED PFo7ECP Nuber of lots reoainsng to be finalized` % g Number of acres renaming: 7,..! Plat Narre: Number of Acres: ,51 /4 RsOm/ E4, V ER ;A'V- Mrr , Pill /LlFos - Address: ,v, q q A.Prif,,vUUE- 'QM City, State, Zit): ,.,57 e )C, /»1.4 4'4,st / Property Owner: . P4 m [ / j c `)Pm /PJt Address:. C 9746 .14 City, State, Zip: sue / / /g, 9994 Phone No: '-a 78 (TO BE CCM CNLY.IF THE PLAT IS BEING DEVELOPED AND FINALIZED IN PHASES) PLEASE PWWIDE US Wrnl THE FOLLO IING INFO MATION Briefly summarize the progress made, to date, in preparing the plat to be finalized (i.e., physical construction,. bonding for improvements, surveying and drafting work, .accomplishing various departmental requirements, Obtaining or granting easements, etc.) AS `i h 41_/ Pr/ - 7 4 n f /rii� /� (rn,.cilN %L's /ri es 0. .9/Rc cP '44" „f4k44 • 4. : -„:. .•• : • ',,-;•••••- • .• 0 • • • • • • •.. , .7 Lt - I '• ' • f • , F. • t-. - • ,A1 , • - ;±1 r- • F.- • • • (". -•! - -; SEC 32 T25N R44E • • - •••.2 • ..„.. ?.:t -4E• r hfi a t� fl en•rq � � Z SEC 6N T24N R44E SEC 31 T25N R44E orsts P 454' 28R 27' 7/SRO" o .ai Uit % / 13781 137.84 137.88 197.98 43 rd //5.09 I /4.9/ • 22906 93 A/B9 ••z6A _'3oz.3S s y 30 27 !!' •>•.` 46,/4 /25.8 !s7 /9 • /s7 d3 6 j ' 9 7"f/' . �4i�f 4q7 66.:0 • 26 .80 • 24 1 13 e. 78 NES7 /6/. 66.' .7• 194. l9 PRoPe56D PAM 14 g . N. so /53E3 197.50 171..4o 177.18 145.44 , 207. 2.98 330 223. 242. 30' DRIVE 237.`35 11- il n 257. Z02. 43 t.JuM6Ek 4 LL T TYflt�. •�. tjyr S +7 Ts €: . L. t o-r � t . T ToTkL. A.C` .5 6 CLARENCE E. SIMPSON ENGINEERS, INC. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road Spokane, Washington 99212 Telephone: 926-1322 APR 3 1989 SUBJECT: A s cira:( nckse poiid avid Z cioilf)(e barret dr4weik need to be tri..tcrt tpri - t-ke cka)a.c_ evli 'property Oortk of Fonde,rosa 7 114 Acldi --t- s1re and so_harc -On e storvvm a:ter 'row' Trt 0,v-■8 +Az. i\k-k.:kre cieveloyme,Int Funck 0 s — cAd ) soki-04 o Povlaorosok_ !It ikasi - file owner o f prope-riv v\l'Inic1/1 circkinme pond avid d-ies vki;11 b. loca qravii Ck drccinc‘cie e asevvie_vd- cksKiii9 +kcd Spok-allE_ vtf OVSt/Oe. obWk cDe voctiti - einctriae o f . . cAra.Nno4 povid Signed qa W. 94/(ie.wi/1,(4, /4.200 7+25 73.738 73.800 7+50 73.150 73.400 7+50 PI L= 100.000 L/H Pt.= 74.840 @ 6+20 Grade= 71.60074 7+50 71.031 73.400 7:75 72.591 72.500 8+00 74.275 71.600 8+25 /6.084 70.700 8+50 78.019 69.800 8+/5 80.078 68.900 9+00 82.262 68.000 9+25 84.570 67.100 9+50 87.004 66.200 9+75 89.562 65.300 10+00 92.246 64.400 10+00 PI L= 50.000 1 /H Pt.= 62.057 @ 4+50.273 Grade=-7.601% 10 135.957 64.400 10+75 131.724 63.750 10:50 127.615 63.099 10+75 123.6�1 11+00 61.799 11+25 116.038 61.149 11+D0 112.429 60.498 11+75 108.944 59.848 12+00 105.585 59.198 12+25 102.350 58.548 12+50 99.240 57.897 12+75 96^255 57.247 --� 93 395 �6 13',00 O0 597 . . 1�+25 90.660 55.947 13+50 88.050 55.296 13+/5 85.564 54.646 14+00 83.204 53.996 14+25 80.968 53.346 14+50 /8.857 52.695 14+50 52.695 14+50 PI L- 0.000 L/H Pt.- 0.000 @ 0 Grade= CREST VERTICLE CURVE, C4/CULATE LENGTH GIVEN DESIGN SPEED GRADE #1 - -.8 GRADE #2 = -1.6 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 1349.70338984 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 • 0+00 PI L= L/H Pt.= 0.000 @ 0 Grade= -.800% 0+00 82.700 0+25 82.000 0+o0 81.800 0+75 81.600 1+00 81.400 1+25 81.200 1+50 81.000 1+75 80.800 2+00 80.600 2+25 80.400 2+50 80.200 2+75 80.000 3+00 79.800 3+75 79.600 3+50. 79.400 3+75 79.200 79.200 4+00 78.950 79.000 4+00 PI L- 50.000 L/H Pt. 79.'00 @ 3+25 Grade=-1.600% 4+00 /8.950 79.000 4+25 78.600 4+50 78.200 4Y75 77.800 b+00 //.400 5+25 7/.000 5+50 /6.600 5;75 76.200 6+00 75.800 6+25 75.400 6+50 75.000 6+75 74.600 CREST VERTICLE CURVE, CAlCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 71.6 GRADE #2 - 3.6 DESIGN SPEED �0 LENGTH OF VER/ICLE CURVE (CALCULATED) -301.20338984 LENGTH OF VERTICLE CURVE (GIVEN) 100 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULA/E LENGTH GIVEN DESIGN SPEED GRADE #1 = -3.6 GRADE #7 = -2.60101778957 DESIGN SPEED 30 |ENGTH OF VENTICLE CURVE (CALCULATED) -699.464382/ LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 / �q (\ ~��- O ���/��| ���\ `_�`'. . '_.~_/'''�/ Poi\J e9 0+00 PI L- 0.000 L/H Pt.= 0.000 IT 0 Grade 2.000% 0+00 62.050 0+ 62.550 62.550 0+50 63.3/8 63.050 0+50 PI 50.000 L/H Pt.= 62.360 @ 0+05.952 Grade= 7.250% 0+50 63.378 6�.050 0:75 64.863 1+00 66.675 66.675 1+75 68.205 68.488 1+50 69.169 70.300 1+50 PI L= 100.000 L/H Pt.- 69.579 @ 1+80.11 Grade= +1.800X 1+50 69.169 /0.300 1;75 69 69.850 2+00 69.400 2+00 PI L= 0.000 L/H Pt.- 0.000 @ 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 2 GRADE #2 = 7.?5 DESIGN SPEED 30 LENGTH OF VERTICLE CURVF (CALCULATED) 189.007263916 LENGTH OF VER/ICLE CURVE (GIVEN) 50 WARNING.., GIVEN LENGTH IS SHORTER THAN CALCULATED SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE, CA|CULATF |ENGTH GIVEN DESIGN SPEED GRADE #1 - 7.25 GRADE #2 -1.8 DESIGN SPEED 30 LFNGTH OF VERTICLE CURVF (CALCULATED) 256.0964582/ LENGTH OF VERTICLE CURVE (GIVEN) 100 WARNING... GIVEN /ENGTH IS SHORTER THAN CALCUL SIGHT DISTANCE 198.89830508 3i . �� /� �&~ /--�� AJ�� �� ^ / �J / T. 24 N. I T. 25 N. (Joins sheet 74) CLARENCE E. SIMPSON ENGINEER, INC. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road Spokane, Washington 99206 Telephone: 926 -1322 REco APR 3 19 Coomy f81aeer• At ached - for our ;revs`ew are, rrkA s of -C-1 e, street 'icvIs avtc� profiles, and d iratvl cc e_ Flog- c' ? ov e'+ro s a 1 Add A ( o c 1 wiled Co F\ e s �f +lrt e.. d ra i oct e C.a t c..kt cL i ' c ►n an d a rime`s o f tige eas e wi e w e d esci� i I a-}'� o -� r +h e Zb e stu - wr v1/4r COut4 TY - 1E - s - re 5NOWN Au_ W 3 1 09 .6-;kriyebi 0 -t stRce s AND THNT D2.1 v‘/E6-6- S ORK. 1/2 GH E S Mile 0 Scale 1: 20 000 Gre1 5; /VS 50.41 Arid l 1/ari Co. 11 9•000 7c04 /try Ar 5000 Fr 534 :30 NO8 °125:4 E .: FOUND I/2" REBAR CAP: N0::706 ". /.: =1 023.48= SET RR SPIKE .:.W /X. AT THE INTERSECTION OF WOODRUFF' NORTH AND :.30'. SOUTH OF THE SOUTH'. LINE: OF PONDEROS�4 : ;:. FOUND` -1/2" -.PIPE N I8°i9`I0 " E FOUND- 40, d NAIL S 79° 24'42 "E t 1.03 ( USE FOR WOODRUFF SOUTHYll L1.] i:: l et leer.: -. 3.52 -:'-- 59 SUNDERS -A - N08°12`54 .:. : i strip L -2 B; -3 :. 57:49___, _., , zntotest agreC.. t :4 .44X00.* t i c Yo>~ f >:he f orraa tart f-; t 4 T; 34' -'. R y Inc: �, v gati hereon---a- - TPONDERO cure data e- -eQrta ti .4;4a- Y T1kYTe W 4 6l 11C SS d1_ " p d seed eal O /0 v. , / � r� 5 P 0 r P � � t 5 � � V 4 ! o r t. t i! r e fro .3 l y G ® Ira s 4 3 e S u SeH •fa b Gera l�.. p O W X u W W X u Z a I h W 3 _ < re l ' w oe ILI tts 0 Z Z 0 0 0 0 Z Z W V z 0 t- CURVE A. A : 25 ° 57 . 18 - R = 410.00 T _ 94.49 L /85.73 RECEIVED JUN 12 1989 AolinlY Eullineering CURVE DyTA .... ., . -� 1 2 .�\ \� \ �� L `.'' \. \ - N \ — F1/45S Av 'T- _ O0)P0 AAT i��w7��7 i / - 54.14 TOF OF DFt�`4;vY,GE. urb Lihe. • 0 :56 °39`45' R= 2 0.00 1 L: 19.78 wi , m! :/ Cur b Line �� 2 ire 4 =5/ ° S9 29" :0.00 1_ -.!S. /5 0 0 0 CURVE ''S a = 2.5 °55' 54" R : 410.00 T = 94.40 4 II II 1 185.56 L 423. X03 CURVE • 4 d =37 ° 25'50 R= 648. T. 2 /9.'(09 \ \ \ - -- — — � -- \ SCAL N 50 BLO R/w bR L� t13 cE DI ° 2 ' Asphal* Concrete .Pavement Class "a 2 Compacted Depth Asphalt Content 5N.v� - f - o c2 4 `° (W,S.H, D. Spec.) NO SCALE B LOCK 2 5 '_- ZO% T Type .,R" Cement concrete Curb Spokane Couvrt3 Standard Crushe.d Surfacing Top Course. 2" Compacted Depth Crushed Sur-Facing `'Base Course, 4 "' Compacted Depth . • (W. S. N.D. Spec.) [� YF ' _ :1 _ 'T(O SUc -DEFLr Ni�tD C� - �'i\!E. 0 / , DR/ N P•G 1 \ 0 19" .O ° /o A tk\E f \ "21 5 O halo � 1 " r\ \Il R/w ' ' O - + acre .93 acre I X 0.82 acre I L W - PO INID BOTTOM 8" Poly SECT1o14 DETAIL_ N� SCALE N e p� DRI'tNr'��E DI t: ,t= 4C-\ DRYVJEL:L e DRIt\UNAGE POND LEGEND (DRlNP.GE -) X EXISTING GROUND ELEVATION 5ha FINISHED GF DE E. ^- RUNOFF FLOW DIRECTION O DRYU '/ELL --- = BASIN BOUNDARIES , 53� 1; 100 am M MEM 11111111111111 ®�ei M'■■■�'® ■■■�■■ m oillAMIEMINIMIMErs °■�■■■_�■ ■ �s ® ■�i �i�ili �■iri ii =■i►, ��i■ -C �:� _�- HIGHWAY PEDE*AL AID SHEET PLATE 1 - SINGLE PLAN MEND PROFILE-FULL L1�V PR wTE A. 1 NOV Owner of pro wt perty on which aro e pond is s+tuaied w■11 vnatonlv�n pond - to sokts oh of Spcane ot Couv ty Ertsirleers. 2 DouOC�te. Barre:\ Dr-8wc'tl `C�pe.B Spoka.}ne. Cozen t o 1 arr N'\eta' Frame. 4. Grnte.. - Tv,Pe No.3 Sta.. 13 - +89 , ro0' _ef-i , - Top rate. 515 S . 1 r Coo , 30 t__e i , 'Toe GrO.te. 5l t o ei t �! Geo e5 e'� Pam e. L v c `�" h C ` c Q- C , ` ` \ DRAt1\1A6e_ ERSE '\Et\1 DRAI t�AGE `WALE From End of Pavement - to Drat; Cage- Potnd• \ oie \ "d t Grass Sod Construct gua�rdrotl cross end of Sunderland ortve 5� 1 S�oPe t5 fa'♦t�2F6� cl� ,o ,,-e 1 . � C2o . s - c:fl��� o,+5 yy 0-41 -fi' c 4 �l -- ! - t ►QYtI = °a T b ld' ope Nit PPINOMMINE �t- ' : -- � o k-1 : 1 � r 1011111111.111M. P. 6' ... • s - - 1� °�]' P i 'L.i(�li /14 -- - _ � � €1 205 _.. •f I..:o 3, Bt® . --- � . - � _- - - -._ f► -- - --.___ ( • 1' -�'�7/ !Ir � " O� •� � j a _.,A•G�.it a e __ � n ' . - _: EnaummTeMcininiemossi ED :_ =MISR 1 -oF 2. 04 fak oav\0.ge, ¥OY1p, �S cke , gtned, t yecr 5 \lolme..,,,Terk 50 ®dC -sike ske - F� - 0wt 5o %fe•ar;' torvt \a0v,la t7v e)e - 1Ov l ovka ov��wav�. PONDEROSA 7 TH ADDITION Rt\Dtt•c PLI M / "208' PON DING 4 DRAINAGE • II wegam MIITMLINERLINIMEmmEREmb ■.�■ ®mac_ a irml. ._ ._ _._,,,�.® ®■ �® plm s■e pril!":71-4111p MINIM . ® � r lii� o ginalarg iffszolig • A I rte■■ SI . �_ ■■Ti 21 ri W....ftbian MEE "514 MMEMENEMPANIELMEI lwa rib mmipm „ t ENAMMEILIEM EIEVENIERE"mmimmiam-"E"gaRE ----�� iln BAUM I: ENIMEZERNIIIMINITERWORKENEW EPEE �o M . _ . , - SAIMEIMEMIERIMPIEZEN SitiVanSualikrall.EMIE MEMEMENOTI IR iea ■■� N'� Iii■ EMBLIZa i NE a i = === === .____mmal lis om ilimmtummi lmunimm-rneri-neasomai—.1- 1 -ml== 1 : 47 -mwa E ism■JM tlibrorl am I0 WillalENIMMI I 1 M'IMEMEARIEREEI MINEEMEMIEEll MENNEN MIMI MENKUIA 111110 EMIREIFIREEN h -- muzzimpa - m 4 "1110.11. I on • mommissium EIIIMMIER1111111 _! STREET PLAN ° PROFILE. SUNDERLAND "DRIVE ENGINEERS, INC �A a NUM 6E R - 1Q 785 MIN sE MEM= BAR voZECZIEDP4 EMI MEMNON rou.. •D tee 1 • ' __ � CURB - A/ EIFT - PROF /LE 4 V - 6 eAd C( \ SCALe = 2Otb©, . RECEIVED JUN 12 1989 Engineerig PONDER o, A 77 ADPIT/ON t2FFS /TE . AINAc CA�Cs, -1 ..i 51- 000 ... - ._ acre lo__ YEAS gAtNF&LC, =1.2.0" 50 YEAR z TO r __ ._ .:. pA[N rick 2. fl YDga uarc - TRAVec_ TiniF L_ En/ n/ Tell... - 12., - 700 100 ,7P ' 5'` , 72O, p 00 -et, z- = 12.56 acres [ 0 -1- 0,5 (3,tcs) / a, o&5 4,000 000 C - �' . X , acre_ 43,560 .527 ��re5 N` DRA.ULlC LENCITH WATEt , S HE D I O, 0D D f 99V 0, UDC x 100 =. ( 7.9 17-4 WO. 10785 SPOKANE COUNTY Isopluviats of 50 year 24 hour precipitation in tenths of on inch. 22 22 24 ? 26 28 Deer Park 6 -7 30 38 - sc� NO. (O7$5 ?ON OE 1 St 7 ikGD (C. w VV) OFF (TE 9-f rJ r,6 24 26 34 30 28 FIGURE 4 Sheet 2 of 2 a t rt co • I P • • • • • • 0 21 I J U u W . • / •I' 1• ,T pUI/ it " • ., . ' 1. y • Du -'• •� ., �; T'.i•• ` �:. , Lam:. ,': • • LAND U88 DESCRIPTION HYDROLOGIC SOIL GROUP A C D Cultivated 1sndi/: without conservation treatment 72 81 88 91 : with conservation treatment 62 71 78 81 Pasture or range laud: poor condition 68 T9 86 good condition 39 61 74 Meadow: good condition : - 30 58 71 78 45 66 77 83 Vood or Forest 1 ( staady poor cover, no mulch good cover./ 25 55 70 77 Open Spaces, lawns, parks, golf courses, cemeteries, etc. good condition: grass cover on 75S or more of the area 39 61 14 S � fair condition: grows cover on 50% to 75% of the area 49 69 79 Commercial and business areas (85% impervious) 89 92 94 95 Industrial districts (72% impervious). 81 88 91 93 • Residentia1:2 / . Average lot size Average % Impervioust ' 1/8 acre or leas 65 TT 85 90 92 1/4 acre' + 38 61 75 • 83 87 1/3 acre 30 • 57 72 81 86 1/2 acre 25 54 TO 80 85 1 acre 20 51 68 79 84 Paved parking lots, roofs, driveways, etc.s/ 98 98 98 98 Streets and roads: paved with curbs and storm several/ 98 98 98 98 gravel 76 85 89 91 dirt 72 82 87 89 1/ 3/ .1/ / - 6 -8 sue N. M.185 PQN`(OE -7" ADD Kwvy1 OFF S I Te - pregyi NF.G6 11 Table 5 -- Runoff curve n umbers for selected agricultural, suburban, an urban land use. (Antecedent moisture condition II, and Ia = 0.25) Fora more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, Aug. 1972. Good cover is protected from grazing and litter and brush cover soil. Curve numbers are computed assuming the runoff frog the house and driveway is directed towards the street with a minimum of roof water directed to lawns where additional infiltration could occur. The remaining pervious areas (lawn) are considered to be in good pasture condition for these curve numbers. 1/ In some warmer climates of the country a curve number of 95 say be used. TABLE 5 SOIL GROUP g CURVE NUMBER': LAND USE W000 og. FORE 0 F i BASIN DESIGNATION DESIGNATION PROJECT POD 0,S -7TH ADP. • CALC K.vq. c tA 1 ,\J DATE CHECK DATE AREA (kres) SLOPE • (a % PRESENT CONDITION 21 FUTURE CONDITION ' X • v CN PRODUCT /GrO ••• OC, 011111■1 WEIGHTED ON: ,1 ADJ. EQUIV. PEAK DISCHARGE X ACTUAL AREA = ADJ. PEAK DISCHARGE EQUIV. AREA -` cfs/in: X Acres = cfs/in. Acres ADJ. PEAK DISCHARGE (cfs/in.) X Q (in.!). = DESIGN DfSCHARGE cfs/in. X Q2 r' in. = D cfs. Q10 in. Din cfs. Q50 in. D50 cfs. Q100 in• 0100 cfs. 6-15 RUNOFF DEPTH: (Q) 1. i• / 'n. Qi - P10 in. Q10 in. P50 in. Q50 in. P100 , in. Q100 in. PEAK DISCHARGE:: : HYDRAULIC LENGTH ft. EQUIV. AREA Acres EQUIV. ' x - SLOPE . - ADJ. EQUIV. PEAK I CHART PEAK DISCHARGE FACTOR DISCHARGE I FLAT (0-2%) cfs/in'. MODERATE (3X-7%) ' cfs/in. X cfs/in. = STEEP (>8%) - cfs/in. i DATE= 5/23/89 DESIGNFR= K W MCMULKIN DESCRIPTION- PONDEROSA 7TH ADDITION SUBAREA 1 = 1256 ACRES SUBAREA l RUNUFF CLRVE MUMBER TOTAL AREA = 1256 ACRES COMPOSITE CUB�E |�UM8ER = - �^--- BASIN INPUT DATA CALCULATED VALUES RAINFALL - 2.4 INCHES • 50 YEt\(� HYDRAULIC LENGTH FEET WATERSHED SLOPE = lPERCENT TRAVEL TIME = 0 HOURS TABULAR HYDROGRAPH S = 5.15 Q = .29 INCHES LAG = 1.04 HOURS Tc - 1.73 HOURS VOLUME = l,241 O06 48 C.F. MAX RUNOFF = HOURS RUNOFF IN C.F.S. 10.0 0.00 11.0 4.86 11.5 9.11 11.70 15.13 11.80 20.55 11.90 27.18 12.00 37.31 12.10 48.49 12.20 61.14 � 12.30 74.43 12.40 87.87 12.50 97.99 12.60 108.42 12.70 114.25 • 12.80 (12,9() 9 .5�� 13.00 118.34 13.2 110.59 13.50 92.44 14.00 63.79 14.50 44.97 • 15.00 32.97 16.0 • 20.44 18.0 12.08 20.0 12.08 • 24.0 0.00 HYDROGRAPH DESIGN 3. C.3. TR-55 METHOD 6� DITCH CALCULATIONS S= .0165 ft/ft Sc= 1.34356897615E-2 ft/ft V= 6.22123680861 fps Vc= 5.74304497241 fps Q= 119.55 cfs • L= 426 ft n= .03 Tt= 1.14125216873 min VEECHANNEL Lt SS= 5 :1 Rt SS• 8,11 Z WO. \O PCANIDERosP. - 1 1 :t * ^ D�St TA�P.\MAGE ' rgAm""" " ai77m" .Q 5&(- W .r 2 1(0.5(0)064.6 - 1)(0 , 016 5 ) Vz- 8 -2. 27 f':. 10000 9000 8000 7000 6000 5000 4000 3000 2000 1000 900 800 6 700 500 0 400 ; 1 I II 300 ; CC 100 90 80 TO 60 50 40 30 20 10 441101408, 4 • 0.50(A) 11 0 n 1 4000*4414 9Q1'IIG*N 40 1.400404 110110141.4 400*0141419 TO N111110148, . OOTTIN4 el 01u0*11. III 44*40111064.1. 04 400441114.084 4.1111111044 • IL O. • 141000 INNIS I*411, Vaal 00, 4.0441141116 044 i 1 1 I-: , g4oteu isca 64444 o we's) . , -- 400 li.. i ' C • ill '.r) \ 210101 3 • 0.as : 70 0 . 4 ; 8 1 11/0 •.$2 00 , , • u ... 5 _ r -30 .......- L*. i • • 0.12 ..... -20 . 41114? 9 • gis Gr. --•"----:.-• -.... . ......... __ -----.... ■ -....... ..- ----...... (2, . , 0 • INSTRUG OSA ' 4/0 48110 WTI* 114.044 1 axe comnicv opsualwa uti ; otry• '102s2 TNO 4.1•411 mint ...... ss Tumors t ton co1.9..314 SO4.44t104. • ; 11.101 smast.O• 4•11•••4*60 948•1041. *11 Cowen use laamovions s r" 1110 0 • la. ; - • :I' 041111111411 0.1CH8040 O. IN , P0111104 Of 0*40044. . Navin{ •4010 OITIOrmg inuat 4411I0N1 • . THIN 14114 4011004•0* TO Osigosung % Saisson ..... " ({) • • & TO 0011181414 01114041401 CON•Os•Til 1111404.. 1 1•11 1. TO 00414 0111C.•••11 • •• minims • . s go 04810 0 i 001440 O 900 14.084 lane A. 840 scrim 0'. Twill 0. • % • O. 6 4 0100148144 3 - ; 04 .03 zog t'.0. l0785 aDSROS 09-PlN1 4 - .002 - 2.0 - 1.0 - .80 - .70 - .60 - .50 - .40 .30 :. -. - .08 - .07 - .06 .04 .03 7 .02 .01 NOMOGRAPH, FOR FLOW IN TRIANGULAR CHANNELS -z 5 r= VO4.61 6-42 vA .o3 5 z - 0,006 F I GURE 18 Curb Line p= 51•59 R 20.00 L = i8.15 10 50.51 55:5?' N -54.14 ._ LE: I " =50 30 GQQ EMS-V1NG QRAINAG'E D1TGK."� yk�' 9?L o•�to, 5 � 82tt� f(o$°I° g- 220. \ 00 19.- 42 < 1.. 41 1 i .1.52! �i. pi VI d Cik -- 43.52 I 5916 57.49 Curb Line t ' e2'4q'a2 R = 20.00 L. 50.31 5 "208` DRAINAGE POND z� \ \ V J L 4 \ \-0 \ f31\1‘1 DRAINAGE EASE.MENZ DRAINAGE SWALE From Er d o Paverni -to DraAnage Pond. Lime with Grass Scc Construct guardroal ac end cR Sunderland Dr 0 TO: MATERIALS LABORATORY FROM Please furnish Stabilometer R values for the so (z' test.' County Road Name(s) RID /CRP /PLAT No. Drilling request FUNCTIONAL CLASS Major Arterial Secondary Arterial Collector. Arterial Access Road Private Road _ Drainage — Percolation greater Remarks* As ?Le Y e _ Cr -4 padw ait k ® d These are guideline ;traffic indexes only. necessary to calculate Individual traffic SPOKANE COUNTY ENGINEER'S OFFICE Typical Cross Section Determination Sec. y 3 _ Tw R. tJ (See attached section map) R VALUES LOCATION .I® s�N t f® $A * Please note:' any.iinusual characteristics of soils and/or topography. Are the soils sui able for the us '`df drywells? Are there any unusual drainage considerations? 1 S / ' c 604-01/1 A FOR OFFICE USE ONLY FUNCTIONAL CLASS TRAFFIC INDEX* * Traffic data r :e i f i c. k' the Sroj :ire Indexes. 1 0 3.0 1111 2. "2. 2. 2. 2. 2. 2. 2. 2. 2. 1. 1. A 0. 0. 0. 0. 0. 0. 0.1 0 STRUCTURAL DESIGN CHART FOR FLEXIBLE PAVEMENTS 11111/1111111111118211111111111•111111M811118 111 / 1811 ■/ 1111 ■■ ■1111 iiii ■ii1111iiiiiii11ii•ii�11D� iiii/, q 11111\1111111/11/Na/111111111111 1111111• 111/ 111N181Na1•1aiiiiiiiiiiiiii11i11ii 11i11Bii1•611Nt1IR415i •1111 1111//11■ 111 /N 1 ■/ 111 E■ 111 1EN//■// 1/// N//1/immemeiiiiii11i11iiNiimesira i s ‘811111111011111111111111111111111111111111111 III tfii•••N•/aaa// /a /a /•iiii,• 1,4•1121110111•401611111111 1,4•1121110111•401611111111 4i\111A11aa11 11N1•11N1 1a1aN1/11N811111N11iiii11 0.35' ACP + 0.65' C T 8, ii7lfiw�iiyH11i7/ii 7111 11111[ 1111• a8111�118111181•11111N111 NN11 ■1 /11N.N81iiali OR 0.35' ACP + 0.45' ACB i�i7/'7/i./FAAIYiii 11111110110 /111181111N ■1NI 11111.111211111111511.1111111M881111•111111111 11111.111211111111511.1111111M881111•111111111 fi11•111itiia all1 6x•1/1111 111•1111111 /aa1111a11aa1 enema mummu i11iiiiiiiiiiiiil/ir seam iiiiii •x11101/111 1ulinam ■1/N11a1N1// /1N/N//N1 /iN iiiiial IENR11H1•iiii Saa 11 ra 111 if 1 !/ 1111 1111/af1N1N11Na11•1•11•11•■ ■ii 0.35' ACP + 0.50' CTB. IIIII l9iiii 11111111.1111a111a111•111a1•11/a 111111/1N1N/N•N1/11 OR 0.35' ACP + 0.35' ACB ":":i6.-1-6111111111111~11111M11111111 ":":i6.-1-6111111111111~11111M11111111 441aNi2 11111 //'N11111g111a1N/1NM/NNN/Nii iiii'11iiAM11ia8iiN II•ila /11 f1111'lii►\IiIu•• 111/ a/ 1111N1/ NN1/ 11NN11ii ii11iiiiiiiii11i7 ■i11➢1ii1➢R11•71iiiii asx1 ' 1 1A1u1A1 NN/N• 11a11NNnN11N1•1•NNiiii11iiiiiimouvii7liia ue 3 N■ 41 8 11 1 0 11 111 !1•ai1/NN1/1a1N1/11NNN/NN/ i111ii1111ii1�«"� 0.35' ACP NI 2t/ 1 1 1. \1a1flA111111N1/1NNN1/N1111•/1•N11• 0.25' ACP + 0.50' CT B. ��i�iiiQR NB 1 0111111 1aa1H1111111N •1111111a1111•aa1•1NN1•1•1• a. 0.25' ACP +0.35' ACB 11 1HaR1M III 1 11/11aNNDI 111R/\ p11 /FHN/M1 /�111• iiiiiiiiiiiiiii11af9/ 0.30' ACP s 1@ 1111. 111i1a1141111). 01•• iN11.' ta11•1•a1•palNNpNNiiiiiiiiiiii111ii >1�,ARIIIMI 111111111 111i iiii11iiiiiiii1•119liiRRa'� - 0 25' ACP• q 1•N c /i11$111:11i1i/►/1/11U I U UN 1Niiiiiiiiiiiitiiffi1911ii iiii 1•1111111 i8111fax1111x14111180Nuu u■/1 N14iiiiiiiii.Nl/11NBORI _ • iii B 1. IC1IIMIXI a11411t1IESSIO11•a••!/Ea1N/N1 /N iiiiii11i71•11•i11RiI - 0.20' ACP 1111•1a111•E11111a1i111. 11111 1 N 1 N/N 1111•NN11•iiiiiiiiiii111111yi118Alli11•iiiiiiiiH 7011• !•aaaaiaalJ>111enotau11i4aNNN fiiiiii1•lia•'/ilmAR911 , , ocommitwasNatsNwrR1mmpita meNu 11 ematrmt<,1s11/. - 0.15' ACP ii ii y /11/•11!.118.11 ill• /aia11■■1iiN 9Eiiiiiiiiiiifilli anxim N1•1a1iaaflai11111•11aa7FaA1NNa iiiiiiiINIW MIRM MINIIIaliiiiliiiiii g 11 OZ1111 iiiiigiiti11!■C/l6; 1•10111•, a> 1111111 1 1 81111 WN WINI6rilif iN 111 11•Nat . i1a1101•x1111E1111aN aliiiiiiii NINIMMN10NiiiiiN 111..1•!11 1111111 111i11a11a01t/11r1•�\N11 iiii11i' 1 / 111 <gNN11EN1111011EIIIMINi•aM Mi11111 ii/Ra69I 111.11111•Nff•11111.14414111 NNiN I. 01•1111 111111111/[011/1161 /1111/11 liii11q aimmiiillii 1•1•13r11N111Nimiallia11•a1 n /aaliMY /1•11 miliN11111•a1C1siline 14E1 aa>11i11 pmammiaiserm s I1i!•ll•E1N 8 1 ■111101111xi�1 11•a1i1>DI 1 . 1NfiN/a.�1IE1•111111S11111111111•1 1 N1111i11a•/1i/111fa/R l8111N111 Ni Nisi apia•1•1aNaa11111//111rfa i llii1MNIMIIiiNNp 111/N1Na/t1111a111111i111ESaNltlt 1 1•iiiiiall•R9 11N i� q 1 ANN 1..1•11 /11/laaax(P.11 l±s±1l et ! 1a1111111111141N11ME 11 1111i71kNi/11iii11•NNii 11111111111111111111 1a111Na111111E U19611•iiii1iiil /iiNNii111•ii 61•N1/11N111■1N8 1111811•0IRIMUSR11IIMIL 11N NiQi i lbii/liiii milm 1111•11• 1•NN141•1111asium usersemei i emmu i mee g • 1aAIIIMIS a>la•i11i11101IRMI N1VAIM i 111111111811111111111111•11111111111111111M a/!1111111MMISINI �tIIIMIN1 MIIIiiN1E11ii11i 4 NNNNNN11NN11 Ni1•11111M MOMORd MENIMPfUllli11i'1Ni11iii11• Nf111•NNNN11•N111•8N11* 1111111111111511111Q1HQi 111Niia•Niiiialiiiii 11111111111111111M1111111111•111111111=111111111111111 ■pil4i1•lilsl!mminemp i6y1N1.11iiilaiiill 31 /NNN/N /NNINNN /1/N1Mi11111111MI •1111l1INOW R Mii11aLi/lil /iiilliiN pill 2 1181llimel 1 1 N11a1•ia1Rlllil! 4x4111Uaiiia111 ?iiil11iiii1•iipiiiii 1..111111/NNN1/N/N/ 1111■ 111111111C1i11a M INSiialiiiilliiilliipiiiiliiiaii 11 N 1 NN 11 NN 11 / 1111811111 111NN1i1111ii !t1>hiF%/iiii11l •illilliiilliiiiiii 1 1111 18111 ..111111/ 11111111•111•N /11111IMIIIM11 B 1111ll?iiii11iii11•NiiiiiiiiiiNi 111111111 11111 111 1111t 1 MMINIiifii11lt iiilaiNllliiiiiiiialiia>ii 10 20 30 . 40 STABILOMETER R VALUE 0 0 C' 1 EXAMPLE: ilium an R ralu• of 25 and a traffic indoe of 6.0, cover thickness requirements can be determined as follows: An equivalent grave) depth of 1.65' ( round to 1.7) at point A. A modified surfacing depth of 1 feet at point 4 for a pavement of 0.3Sfoot ACP + 0.50 foot CTB, or 0.35 foot ACP + 0 35 loot ACB. A modified surfacing depth of 1.43 foot ( round to 1 45) for povemgrifR 0.35 foot ACP. 60 70 80 90 Figure 326 -2a 2.0 MODIFIED SURFACING DEPTH (FEET) 2.5 '3.0 SEPTEMBER 1977 No. 3Z 3 69 ° 16 wi_i.. " ` S89 ° z/ 'E 337.61' "'� ., '� .. »ea .$ 8J 24.'66. " ' D E SCR / P TION THIS SECT /ON REPRODUCED RRon4 LINEN TO M'YLA t"O..249D 8X. 1_. —�' LOT '1 /5 33 I - O i0 33rd. P).2 L4• 316. 8 ®��0� � �H��������� � , I � � ! , �I I � I � � I- � , ! � 0��� � ' �i � � � I ; i �� I � I 1 i i I i i � � � t I ���� � � I ! � ! � I i I i � I ; ! � � �V� � i ' � � ! j i ? i I � i � ! � � �� �� I I � ! I I ' I � r . i 11' 1 � � �+ � I � i � ! i� i i I I �� �, � � � I 1 s - f � I I I ' 11 I I� I I i I i � i � I I �� I i I I � I i � I; I I i i I� ! T , ! 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PRINTED iN U'.S.A. 751001 'P.ltlP.�aE 'fit "C QS:_ scToNS AET to Pot oSA�'�," og 1-\O.\O 1 5 : �','Calat C1D.N • n f > m W W mar cc 0 0 O Z Z - 100:00_7 VATOTAI- 24 k_fr\ \MPE R V t • us= GRA55 - 17 I A PAVEMENT = 3 \ AINOWAINI11111,2 urb Line d =56 ° 3944" R = 20.00 L 0 0 w - co to II II 0 0 0 • MEMBIALEMEMEm. min r,rd 1111 41 II !�. ZI �n■■■e� `ill- -�_ . in ,l - t ,• ll II • ® . �__� WimninDimin,�m� �/a ommmi -ram mior. EmiTIVEm MEM ERMImmENEENIEwimmammtiniErmffrill e= -- a m mumanuommaim ENENEENENEELEEE- EINE ma �����_ �: mw� = : ••"'IMM MEM MI= .1..=Fi== LAW g A .400.11 48 S 3 I • BLO i 2..0% TtoN : E NO SC1- LE / \ DRAt t�JP.G A E E P\ 2 \ 41' HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE PLAN AND PROFILE -FULL LI E 1 E PRINTED IN`{I.s.A. ) U1 NOTE ss too t' _r \ � -- DI P\tNAGE EASEMENT INAGE SWALE From E �■d. of Pavrrl eent' �o Drat�riage Pov1d• t line wit'rt Gross Sod, Construct gua∎rdro \\ across evtd of Suvtderlavtd Drive RECEIVED JUL 311 1989 Co* Enninee GRt cLI4c/ PLnN / a, 208` PQNDING 4 DF AINAGE STREET PLAN ° PROFILE: SUNDERLAND DRIVE Si b } -- Unit - 1din: ope g :s i \ be Eiev tton ZOGi o _-Fa _ _ Lo-t , -Bto Z4e- ,.mo t.. E r "ti ©4(t 2.05 _ R L.O't $ l$I _ _- _s� -._ o R =nc3er . tttt o p mu N- --.. t+ �MLIE l( " _ -1 ;• - � : LZ). __A4s DATA IIMMEIREEME eMEMERIESIKUM MEMIMEMEILIMOBAND: _6 II ININCIIIMILMS -EMIZINERIEMSKIMELSZEWERMENNENSIMEMIrdaMMEIMEN INIZENIMENIME. -01 mi. l�n.. • ♦ i _ xximmill lAg :�,, un_ .morimengilnin (F RB_ ._. M S: IN . nil.. Err „mem _ MITINA PPLOMMINEIL • LP�t����������� KUWASUMMELEMMI1EWM _ ■�� ® ®= • 1L _ = N __ U _ MiliZEME-ramEMMEMINII. N �►:. 11-11111P111 .-i Enuausgari , Rau =a" CURVE A.. O = 25 ° 57',8 R = 410.00 T= 94.49 L : 185.73 CURVE DTA CURVE '"ES "" a = 25°55'54" R : 410.00 T = 94.40 L = 185.56 CURVE "C A: 37 R= 648. T= 219.09 L = 423.63 { SCALE . 1 50 `C L7RL1tNL�GtE `l7t TCt. -k R/ v4 lAvr 1;A`Y /lam Asphalt Concrete PaveriT .rt — Class '6" 2" Compacted Depth Asphalt Content (W.5.H. D. Spec.) -4 19" ;.o" \\\ y''iImo\ , . N D DR N E R Cement Concrete curb Spot <..ar e Couv7-t•u S-to ndox -d Cru5hc:d 5urfacir19 Top Course. 2" CoYripacted Depth Crushed Surfaac;t'ng Base Course 4" Compacted Depth (W. S. N.D. Spec.) Pond - t - o be sded w''-Fh drytand -tpe grass;, (using •o.. 'm x aa' 2 /3 Sheep - 'Fescue and %3 Reube Canada Btue grass by weight) . 2) The Grass ?ercotatioYr A r'e o (povtid is to have 3 ti�tiv�g and vigorous grass ptant5 per square f o o t at. evict o o egrowing easovi *0 be covt5idered covr►p . � Pot s o BotTO \ i - -DRYwek_t_ „ 20B" POND 5ECTtOt -1 DETAtir- No BCALE It p � D1Rf�tR P./� DITCN 58 [Xl - CtN� 555 '` 2oe DRktNAGE. POND 5 5 1 LEGEND (DR,.1HPG = EX157ING GROUND ELEV \Ttot = FINISHED GRADE E -C1oN RUNOFF= FLOW DIRECTION 0 = DRYWEt_L BASIN BOUNDARIES 5zt NOTE Owner of proper on which droArtage pond is situated wt11 vnaiv tdm pond -to sattsFactior o§ Spokane Couvrty Ergmeers. 2 Double Barrel Dr8 etas Ti jpe. B Spok0.rle County S lard Kati", Frame k Grate. - TLiFe •o.3 S 13 *88 ) 60' tLef Top C,ro to 515 S 14- t - 1n4 , 3d Lek't - ,: Cof Grote 5I� TOP OF DRAINAGE DITCH BERM S 'Ci. 7 pt 19:71 0-1 Dk50 b $4 " D D SVC _. 5.64. 9 t 25 1 ,aqac..6; 0 $e- 415 N 6g C 9 - 00 ��C. ¶Q P. q0 L- 4t j o �t5 2_-t- so 4 954 9q is- 4 5S KPE"B° q2 C LL T70Nt'SR.OS $�H fJ'C>•Dt"CI 50s No, io'185 kw can Z D.5 "Co BACK - ripe . "t z,$, CuR� ( t'6.5 - To "f czort st>G•E GUgts) c.v.T PAV'C . ti O 33 - t 0.. 3 \45.5 -to t5,o e tz AP. 2.0 (o'Z V2 'i l 1A ' : 78 55 S = 9 9 1 51 Spokane County Engineers Project: N. 811 Jefferson 456 -3600 Job No.: Spokane, WA 99201 Disc.No.: File Name: TYPICAL SECTION DATA 25- Jun -90 Roadway half width + .5' ENTER - -} 20.5 04:20 PM Road Name ENTER- -> Left or Right ENTER - -> Curb Type TYPE R COUNTY Station Interval ENTER - -> 25 MINIMUM MAXIMUM DIST FROM Curb EL. Curb EL. Edge Pave. CENTER X SLOPE EDGE DIST. 7. SLOPE EDGE EDGE PVMT.( -4.5% ( -27. to Gutter LINE CENTER- PAVEMENT C/L TO C/L TO PAVEMENT TO PAN from E/P + FROM E/P + SELECT- Design Top Curb STATION ELEVATION LINE ELEVATION E/P EDGE PAVE X SLOPE OF CURB CURB HGT) CURB HGT) ED ELEV % GRADE G Grade 50.00 84.30 84.29 15.00 -0.07 0.00 3.50 84.46 84.55 84.52 -2.86 100.00 86.97 5.34 86.80 15.00 -1.13 5.02 3.50 86.97 87.06 86.99 -4.00 4.94 150.00 88.99 4.04 88.78 15.00 -1.40 3.96 3.50 88.95 89.04 89.00 -3.14 4.02 200.00 90.10 3.13 89.93 15.00 -1.13 3.13 3.50 90.10 90.19 90.09 -4.86 2.18 250.00 90.60 1.00 90.32 15.00 -1.87 0.78 3.50 90.49 90.58 90.54 -3.14 0.90 300.00 90.99 0.78 90.78 15.00 -1.40 0.92 3.50 90.95 91.04 90.99 -3.43 0.90 350.00 91.38 0.78 91.18 15.00 -1.33 0.80 3.50 91.35 91.44 91.44 -2.00 0.90 r , ing shod be , Lot 1, BIocK. l tee- Lot 2, BIoGK 1 Lot B , Bloct( mac- Lot .4 , Bloc Z d it ion . r CURVE DATA CURVE "A" A. = 37 54" R = 4,48.464- T= Z19.G9 t_ = 423.63 SCALE: =50' 9* Bo.a6 ss.53'' 5d V.C.. t r s - NOTE : Owner ctF p pond ; is srt sat ieio. Ertgene ws I 2OB" DRht ,` ' '1 =41 . s uic szt a J ,.E ; i s a! I K ss sz!_f sz 2 OF EXIST IN G ORAINAGE Di'TCti 5�� \,.:_aies ,7_902, I- S' 1 - x 4 � .1 X slot S to 0 0 3 BS, Left Top Grate Sts 4' G ! Left , Top Grote Sts i3arral Drtoells, Type B karts County Startdara oa F,rarrte 4 Grate. Type- 11o.3 wL 'SCA t sst TOP CT. DRA1hIAGs DtTGEA t3ERM - D,RAtNAGE EASEMENT 1 i st 5t , DR /MNXGE SWALE jFrorn End c F o.vernerrt' to Oratt rage ?ortd. 'me Stith Grass God. Coinstruet ardro t across end\ cR Stxrtdertand Drive \ f t•I vi b 4.7 SET RR SPIKE W/X AT THE INTERSECTION OF WOODRUFF NORTH AND 30'- SOUTH OF THE SOUTH LINE OF PONDEROSA 5TH FOUND 1 /2" PIPE N 18°19'10 "E, 0.69 FOUND 40d NAIL S 79 ° 24'42 "E, 1.03 (USE FOR WOODRUFF SOUTH) That portion of Section 32, T.25 N., R.44 E.W.M. in Spokane County, described as follows: Begin at the SW corner of Lot'5 Block 2 PONDEROSA FIFTH ADDITION, as recorded in Volume 16 of Plats, page 21; thence N 27 °24'23 "W, along the Westerly line of said Lot -5, a distance of 70.97 feet; thence S 60 °47104 "Wa distance of 189.14 feet to a point radial to a curve concave to the Southwest with a radius of 623.46 feet and a radial bearing of N 60 °47'04 "E; thence Southeasterly, thru a central angle of 2 °58'56 ", an arc distance of 32.45 feet to the beginning of a compound curve concave to the West with a 'radius of 15.00 feet and a,-radial bearing of N 63 °46'00 "E; thence South - erly, thru a central angle of 54 °28'41 ", an are' distance of 14.24 feet to the beginning of a reverse curve concave to the Northeast with a radius of 50.00 feet and a radial bearing of N 61 °50'19 "W; thence Southerly, thru a central angle of 99 °26'24 ", an arc distance of 86.78 feet; thence S. 71 °59'02 "W' 125.00 feet; thence S 05°31'35"E 176.16 feet; thence S 08 90.00 feet; thence S 81 °47'06 "E 140.00 feet thence S 66 °10'18 "E 51.92 feet; thence. 5 -81 °47'06 "E 140.00 feet to the West line of said PONDEROSA FIFTH ADDITION; thence, the next 7 courses are along said West line, N 08 °12'54"E 57.49 feet; thence N 06 °52'47 "E 37.91 feet- thence N 03 °25'52 °E 60.00 feet; thence N O1 °49'22 "W 39.13 feet; thence N 08 °10'17 "W 91.05 feet; thence N 14 °35'17 "W 91.05 feet; thence N 21 °00 °W 91.05 feet to the`P.D.B. FOUND 5/8" REBAR CAP NO 18741 Top of fire hydrant at the Spa corner of Woodruff f Road'° and Cimmaron Drive E1. _. 2096.07 County Datum (REC. 327.00) 326.94 = 2°58'56 R = 623.464 T = 16.23 L = 32.45 PONDEROSA 5TH , fl: T ION FOUND 5/8" REBAR 1 / CAP NO. 18741 1 FOUND I /2" REBAR ROAD /CAP NO. 706___ .18 -- 1023.48-- SE CORNER L -5 FOUND a/8" REBAR CAP NO. 18741 KNOW ALL MEN BY THESE PRESENTS, that Henry Lloyd Phillips as Executor of the Estate of Elizabeth Phillips and Phillips Development, Inc. have caused to be platted into lots, blocks and streets the land shown hereon as PONDEROSA 7TH ADDITION" and described as follows: Washington . Situate in the County of Spokane, State of Washington. No more than one dwelling unit shall be placed on anyone 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 p for to is of a building permit for driveway approaches to the County ; Bo dt systei Each new dwelling unit shall be; doable plumbe eonectiori. to future area -wide sewerage collection sysYfem.' = 57.49 12.50 N C • 0I at rn - 43.52 - 59.76 I -3 0 r ... I o co lIz IPC. OF CURVE \ FOUND I/2 REBAR 'CAP NO. 706 '5.00 _ 57.49 3791 N 08 °12'54`EN�06 947"E INO3°255 E1 57.49 �► BLOCK AREA 1 13,485 SQ. 1 13,791 SQ. 1 14,199 SQ. 2 13,920 SQ. 2 13,814 SQ. 2 13,014 SQ. 2 13,018 SQ. 3 13,157 SQ. FT. FT. FT. FT. FT. FT. FT. FT. IN WITNESS WHEREOF, _ we have hereunto set A5`; 117 day of c=7 = p : 4989. . 1 Henry L yd Phillips, President Phillips Developement Inc. Henry Lloyd,Phillips 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 sigrling 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 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. Prior to Spokane County issuing a building permit the lot owner shall provide a 'Lot Grading Plan' with said building permit. This 'Lot Grading Plan' shall conform to the overall grading plan on file in the County Engineers' office. The use of private wells and water systems are prohibited. Lot 2, Block 3 and Lot 4, Block 1 as shown hereon are dedicated to Spokane County to be .deeded for road purposes forever at such time as adjacent property is platted. The plattor does hereby dedicate forever the streets shown hereon for public road purposes. An approved overall lot grading plan exists for all -- lots. Grading must conform to said plan on file in the County Engineers' office. . Utility easements as shown are hereby provided. the lowest opening for,any structure constructed on lots in Block 1 shall be as follows: Lot 1, Block 1 2061 Lot 2, Block 1 - 2059.40; Lot 3, Block 1 - 2057.20. A storm` drainage easement as recorded under Auditors Document No. 85092.20255 is granted to Spokane, County to provide for runoff from lots within this subdivision. A drainage easement as shown od Lot$ 1, 2 and 3 of Block is 1,ern7j provided. 1 85.00 N14 °II' 2_8_E(R) 8S LEGEND SCALE 1 " =50' 0 = MON. & CORNERS FOUND (AS NOTED) 0 = CORNERS SET 1/2" REBAR CAP 8642/9967 SUBDIVISION BOUNDARY I hereby certify that the required taxes on t land have been paid this day of Spokane.County Treasurer Spokane County Assessor Examined and approved this Spokane County Engineer Examined and- approved this Spokane County. Utilities Director Spokane County Commissioners Chairman Examined and approved th,i's ' day of / CbunEy Planning Depar ment Director Examined and approved this Deputy ,1939 , 1989 ,1989 ,1989 The bearing of N 08 °12'54" E along the centerline of Woodruff Road the Basis of Bearing as per Ponderosa 5th Addition. This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Suidi 'on Ordinance. 1. �' day of >� ,.� 1 On this 1989 before me personally appeared �� Henry Lloyd Phillips as Executor of the Estate of Elizabeth Phillips,deceased; and Henry Lloyd Phillips, known to be President of Phillips Development, Inc.;' as the individual who executed the within and foregoing instrument and acknowledged the same to be his 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, SURVEYORS OF BEARING FINAL PLAT is used as Notary Public in and for the State of Washington Residing at �? Gr'� 1 1•�� , Washington A PLAT IN A PORTION OF SEC. 32, T. 25N. R.44 E.W.M. SPOKANE COUNTY, WASHINGTON CLARENCE E. SIMPSON ENGINEERS, !NO! N. 909 ARGONNE . ROAD PH: 926 -1322 SPOIK AN E, WASHINGTON' ' 99212 1