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PE-1576-89
Date Submitted A((L(( �I 1 7/39 it -aa -sy •2 -( 3' o a --l - i?nn f r �� 4 Project Name pp= ic7A-4 / (7x35 -e5 N--/"t(a 3M) Project File Number Eveyrn,e 1 W,n f Pu n Sponsor's Name to Rs r45See.t RTES .1A/r, Engineer /Surveyor's Name Pn+r.c ( T Telephone # 53LC— I V/b Initials Description MACS, • AAn/ �uL /J ,/4z,z L®N 7 c4 9,2 rlv1 /l/I/1/ dies ftthi .z Piok 'Ntio 3- -gco A Y/ �� rl P 1 1' 2' LAr Al4-AAe Tjo e ‘^e•a B X Ain e(S Ali rM Pia /P nr Lnrs 2 P r.B4 F-te 9 r /PP I PLAT ChfeGl[ Fl t' Aft .e /Y.P./o ..rC.see c Leh ex; O rK AS(S Der 45 Ill s PL4r Lee4ILAme'erY OF'FJCU.aL. ses-Au 'en sr Sent &de4olt Cerrer tm.rF t fo.4,0 Ain, sec -- Q be, Dries A 0J.4c 6rur 4'Fg Zor f /S�i ae Amrates "P/4J 060 1C.0/7oN‘h-14.04a tC/> poor Srrip� 3 dr n.•. 620 l rya's' o n- X L e r "aee Rr-an-il ate le C. Losu ec 0F6) DFSc...R a Pre o'4 : t7--2 i O c °foie^,4r u Rip -CEP SrAt- n agef.)T ) /, c F^(5 Pen. Mr w rc n `1h 2 `- -� 4 R /4i 12eD icA-Tinkr aft-Os / ` J t f (L D.v n 4J .44 c LANAUAe s X- ftno D //Os° se a.vCe P,c e�J arr RonAn Doc / • . PUP COX ( 6 L ck-O '1 / ) Piweu.4re= L View some asi iv o D ESCR i P ri o N 0 i x' V O W nc e ee s e+ eps © �i \ V Raap P_nAn I nu/f0P g ND 1 /LJGeo 'V.M.©o0 R6AA Mu-es "(Mew) 7 � r A J_ AkeeA I rIc.KMa -Eo6eMEAurs S ,.JED By £i u,eeei 6.. O d' cej k_ 0K d .r„ O K, • t1 oLC ok O K. L ot� u /4. ,u/A„. nfr Ai/A. (/ ld • TO: MATERIALS LABORATORY // I ' . 0 Drilling request_ ROAD NAME test ------ ----- - --- -- SPOKANE COUNTY ENGINEER'S OFFICE Typical Cross Section Determination FRn>1: � S M de./ 9� Plentie furnish Stabilometnr R values for the soils on the following project: / /Z67-: County Road Name (s JCAi✓ __ t 4pS7 (��/ �,(�.✓ %°��.✓ /� ..v...ii) RIDi CP.P /PLAT No. Loh" /CA; -f -- -- Sec.__ZA -- Twp. 7 c R. _'C�/!� - ----'— (See attached section man) ROAD NAME R VALUES LOCATION / p �f/f/l /GFi e -7V c¢%L 1� _ �— ,8256 449.9.7) 5 io / -- vi Drainage - Perc i tion Brent r th n " /hr. yes No Est. Act. Rema a/ rks* �t4n2 "/9 G C11QB��/ie// rr/.l_�1 _...22-__ ./ Sf7n u / � /n n .1 /I.PR / A --c- U actual * Please note any unusual characteristics of soils and /or topography. Are the soils suit- able for the use of drywells? Are there any unusual drain.rge considerations? FOR OFFICE USE ONLY FUNCTIONAL CLASS FUNCTIONAL CLASS TRAFFIC INDEX Major Arterial 7 Secondary Arterial 6 Collector Arterial 5 2 Zq Access Road 5 Private Road ' 4 Daft is TRAFFIC INDEX ** These are guideline traffic indexes only. Tnrfflc dat.r sj "-clfir to ill,' project necessary to ealrulnte Individual traffic lndexrs. .1 r 0 0 V) ., 'V-- 1 ft, ‘=) oiv ..... • o s /0 I t• (Li it* • • a svm- ay 0 0 ro 5•1 A,/ 0 41 — ... > , N .. ...... . . r ea ‘ .; I ,, I---.—; kn■ t-- ro - • I I . i,-, .:?:-.--- . 7 .... S cv - --- ti -4,--;i- N > z .. z..• 4 >..1 •. ...„, .• 1 4 , . 2 a r i- 1:1 4 : --I I i ;' ;. !.■ n I q f in _ ■ d,p -r ; ..... 1 .__ - (II, fi : t I .1 py 1 I i • . 4 . . 1 (0 t 4 ) ro N - C) Q O • 9 1°7 a(44 0 5 1 ad -LS a , Ofr - 00/0 2.9 2.8 2.7 2.6 2.5 2.4 2.3 2.2 2 . 1 2 . 1 . 6 1 1.4 1.3 1.2 1.1 1.0 0.9 - 0.8 0.7+ 0.6 0.5 0.4 0.3 0.2 0.1 Sc i rho/✓ Zrl C.. 6 1345 E STRUCTURAL DESIGN CHART FOR FLEXIBLE PAVEMENTS 2 y � r 8isr 0 10 20 30 40 I es76 , 447E -E1 2 So �r = s STABILOMETER R VALUE 50 60 70 80 90 IIIII111111II1 -111 ••11\a_..1l1 tttttltl•uui .iun•�I � : . �I VIII :• 11 NNE.. . mull - I • 7L .a L 111. ..I/18fJ WSW .. .. I / NEON .■g 1e i:a ltt��IIIIII����1r11�1 / I1illl�k. .81• I418TI/. I , r . • . , 1ti1 \0 . ...1.1 /%I III : e.:co..! , 131111t1 �C.rri..rnn. ' 01111111111 II 'II 1.9 1...I.1'/,r 1/1ra.r/,t/i �iI ��Vftl 1 1 0.20' ACP 1 1 1 1 0.15 A .P :N8•1\ \•.fig►. an • • • •�mmw�11r. .r .. •\gam . • • ' ' • f��r�...wi....• j %� •=0:11111.111110•1111 1• \11.\•m1...Ntn1�111 1 ■lfllliC...rivi.0 IIII '� 1EI31I11IIIIIIIIIIMOVr� IT • . � u 1 . L .w /r /i' . .. 1; .. \a1 • IkIIII IIlI IIIuIC...,S; . ....1.m1 , ZIP' , � ` o t11t1Ei. •1.\a nTL31111 ,4..Mr� 7 1. . „. • InamwrInn MIN 76, 11 RI 1\1\a\Aa\111I..r/.'A ■" MINI F +i. \g 1a111biei11\IZI l •115 1111 :1 =1r "•n•,�xr•aN��►Vl/1I11- i_1� SEAMAN! 1 IC a '411M111112 :. ° I I `I t 0 . 5 I.f \ B C/1 ! 111111t! 1 0 35' ACP + 0 65' CTB, OR 0.35' ACP + 0.45' ACB 1 1 1 0.35' ACP + 0.50' CTB, HOR 0 35' ACP + 0.35' ACB Aaug is �pn.wnc.. 1; Figalla OrIAMMUmMNIMMINNIN � .1.. 1 INNMENWMO .... OR 0.25' ACP +0.35' ACB ea 1111 111111111111111 EXAMPLE: aiv•n an It valu• of 25 and a traffic ind.e of 60, hickn.ss r•quir•m•nts can b. d.t.rmin.d as follows An •quivalent gravid d•pth of 1.65' ( round to 1.7 ) at point A A modifi.d surfacing d•pth of 1.05 I.et at point 1 for a pav•m•nl of 0.35foot ACP + 0.50 tool CTB, or 0.35 loot ACP + 0.35 foot ACB. A modified surfacing d•pth of 1.43 foot ( round to 145) for pavement of 0.35 foot ACP. Figure 326 -2a 326 -5 2.0 25 MODIFIED SURFACING DEPTH (FEET) • 3.0 SEPTEMBER 1977 DAILY COMPACTION TEST REPORT Project Engineer 1 p i�;r Fk Contractor L/a a ,4 -,L, /w Project Name ,- E�.r„y,. PET 5u�,.,,; Ref. to MOISTURE PERCENT PERCENT DRY DENSITY PCF Test Station and Ref. Sub Type of Opt. Fielc PASSING Field % REMARKS No. to C/L Grade Material and Use Opt. Correct_. Test #4 SIEVE Max. Corr. Std. -Not Test Max. Best. Rd zzr00 t6" CSTL 11-1 6•'1 7•L Hg?o 163.9 138.0 2.69 13) -z 95 -1 X9576 ok 1 Z. Best Rd ) 13 6-9 99-z- vi 44 Aoc 7 m+ -75 6.`1 5,1 L3R.o 131.8 95.5 ZY"A •-c- S � ti-00 J V (7. H -L L' 13510 136.5 94.0 REMARKS: e• SPOKANE COUNTY ENGINEERS Cont. No. EAR in? Date 7/9/90 Page No. 1 of 1 piSPEcIUR ;:L Contract No. E48 /ol SR No. Gauge No. 35Z. Project Engineer 2,/,„ / p,, E „ �5 7� Section Pi Cr- A.. »;E� 2Y 7-7r tit* b 1.11-5 dest Rd 1flS ,beat 2( 134-00 Sum Avq. U.L. ffset Read- orr.Ga % % Sta. .- to Sta. Sta. Dens. Depth ings Avq. torr.UL Std. Rice Control Lot No. Tons 1 3'R6 111.9 11z -o ACP ATB Thick a” /Ht.( 92..-/ Class / _ 7 (t E, F, G 1 /Y/,8 1148 Lane: Lt. or Rt ; EB, WB, NB, SB 1v1.4 5Z - Other L'Rt lyz_y Leveling Wearing MI-. 141.3 91 -3 Std.Density Rice Density /sy-9, Rollers! 92_7 Passes 1 U.L. Sta. Dens. Sum Avq. Sum Avq. nspector ACP -1 3 Lt /43 -I /YL -R Pat, I Rt Ivi.9 lv1. / 141,e ASPHALT CONCRETE PAVEMENT COMPACTION CONTROL REPORT Date 7/9/0 Temp: Mat Air Rr, ° 1 Remarks >9797_ !Ik I/6/•I - 19L-.z. Gauge Correction Factor 0 )ffset Read- forr.Ga % % Sta. to Sta. Depth ings Avq. orr.UL Std. Rice Control Lot No. Tons ACP ATB Thick Class B, C, E, F, G Lane: Lt. or Rt.; EB, WB, NB, SB Other Leveling Wearing Std.Density Rice Density Rollers 1 Passes I Temp: Mat Air Remarks Gauge Correction Factor U.L. pffset Read- orr.Ga % % Sta. to Sta. Sta. Dens. (Depth ings Avq. ror Std. Rice Control Lot No. Tons ACP ATB Thick Class B, C, E, F, G Lane: Lt. or Rt.; EB, WB, NB, SB I I Other Leveling Wearing Std.Density Rice Density Rollers Passes I Temp: Mat Air Remarks Street Inspector Contractor Lila," 1 61., 7 /6 Comments: it 5ta td- 95- . 1L +97 a4tl, --c_ c4-72 71 4-nn M, ZL*I9 R.s p./ Gauge Correction Factor INSPECTOR'S SIGNATURE i NO. 90 0839 BEFORE THE BOARD OF COUNTY COMMISSIONERS FOR SPOKANE COUNTY IN THE MA'I I ER OF FILING THE FINAL PLAT OF ) FOREST VIEW ESTATES ADDITION FILE NO. PN- 1580 -89 AND ZONE CHANGE FROM ) AGRICULTURAL (A) TO URBAN RESIDENTIAL -3.5) RESOLUTION (UR -3.5) FILE NO. ZN -47 -89 IN SECTION 29 ) TOWNSHIP 27 NORTH, RANGE 43 EWM, ) SPOKANE COUNTY, WASHINGTON ) BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of Forest View Estates Addition That portion of the Northwest quarter of Section 29, Township 27 North, Range 43 East of the Willamette Meridian, described as follows: BEGINNING at the Southeast corner of said Northwest quarter of said Section 29; Thence South 88 ° 51'24" West along the South line of said Northwest quarter of said Section 29 for a distance of 30.00 feet to a point on the Westerly right of way line of Hatch Road and the True Point of Beginning; Thence continuing along said South line South 88 ° 51'24" West for a distance of 775.00 feet; Thence North 0 ° 14'00" West for a distance of 200.00 feet; Thence South 88 ° 51'24" West for a distance of 40.00 feet; Thence North 30 ° 15'00" West for a distance of 185.00 feet; Thence North 76 ° 00'00" East for a distance of 45.00 feet; Thence South 58 ° 20'51" East for a distance of 141.86 feet; Thence North 60 ° 11'06" East for a distance of 83.73 feet; Thence .North 88 ° 51'24" East for a distance of 670.55 feet to a point on said Westerly right of way line for Hatch Road; Thence South 0 ° 14'00" East along said right of way line for a distance of 335.00 feet to the True Point of Beginning; Situate in the County of Spokane, State of Washington. UPON THE RECOMMENDATION of the Spokane County Planning Department, the final plat is approved with the exception that the public rights of way dedicated in this plat will not be established for maintenance purposes until the County Engineer has certified that the roads have been improved to County standards and approved by a separate resolution of the Board of County Commissioners. ADDITIONALLY, until the final plat document is filed in the Spokane County Auditor's Office, this subdivision has only preliminary plat status and is subject to expiration and null and void status if not periodically granted an extension of time consistent with the policies and procedures of the Planning Department. I' PASSED BY THE BOARD THIS /0 DAY OF Y/A 1990 V' E. DON of the Board Montague, Deputy J 1 BOARD OF OFSPO Patricia • . IMu fey, Chairman Steven Hasson UNTY COMMISSIONERS NE COUNTY, WASHINGTON Q DAILY COMPACTION TEST REPORT Project Engineer y„1,,..d emit " ) r Contractor RSLtr C„ Project Name EL,....•-■ r &'1 S,..NIdal Test No. — REMARKS: Reef. to Station and Ref. Sub to C/L Grade 2Yfri, /ha. 4 1 +S r.urh _ ,/ LYtk,4.- O G R„ ierd l 11 -5 Type of Opt. Fiel PASSING Material and Use Opt. Correctec Test 1/4 SIEVE /9,0 7.8 R /0 -0 tt ,1, Corr. SPOKANE COUNTY ENGINEERS Cont. No. F- Fc_0.3, Date La /l /,° Page No. 1 of n might erw' a r . Field Max. o Test a REMARKS 125.7 2 IZ0.6 95.9 > 95 Ok 120.1 9515- a/ INSPECmR Q1z, DAILY COMPACTION TEST REPORT Project Engineer Contractor Project Na Test Station and Ref. No. to C/L CKr6 74-2.5 R6 sat CH ✓b 3 rYO Lt U. /� 3 7roo LL t C cr1 91-10 5- W-)ii) L E 4 16 af7ti Rb REMARKS: r <f 4; h., Ref. to Sub Grade ^- 0 _ 061 RA, kra/ '.1 Type of Material and Use 1/ MJISTURE PERCENT PEA Opt. II Fielc PASSIM Opt. Corrected Test #4 SIEVE Max. I.5 /00% 11 11'1.L 1 1.3 1 /-L /0.4 9,y ' � r°Y SPCL' Field Corr. Std. No. Test Max. l✓ SPOKANE COUNTY ENGINEERS Cont. No. r_A,a_n Date y/ / ; /qn Page No. ► of J REMARKS 11O. H 94.7 >952 O(< nit Z_ loo-o 110.6 96.5 11 L -S 98. S 109.5 9 5 -9 113 .2_ .99- 1 W AA, 1:,,..1a.1..r- ,, s,:J,; cn s.is.} INSPECTOR/ J J ROBERT D. WALDO PETER S. SCHWEDA Secretary of State State of Washington 2nd Floor, Republic Building 505 East Union, MS: PM -21 Olympia, Washington 98504 Attention: Corporations Division Re: The Summit at Evergreen Point Articles of Incorporation- Non - Profit Dear Secretary of State: Please find enclosed originals of Articles of Incorporation and Consent to Serve as Registered Agent for The Summit at Evergreen Point, a Non - Profit Corporation. Also, please find enclosed our check in the amount of $20.00. Please file the Articles and Consent and return a conformed copy to our office. Should you have any questions, please do not hesitate to contact me. dlk Enclosures WALDO AND SCHWEDA, P.S. Attorneys et Law NORTH 720 ARGONNE ROAD SPOKANE, WASHINGTON 99212 -2796 March 6, 1990 Very truly yours, WALDO AND S HWEDA, P.S. ebi Knudso Legal Assistant TELEPHONE (5091924-3686 1 to the lordern SECRETARY OF STATE or THE STATE nr wAquflinmnm TWENTY AND NO/100 ID ) - SPOKANE, WASHINGTON 99210.2127 The Summit at Evergreen Point/Articles of Fo Fen" ...RI lin Nal A WALDO &SCHWEDAFIS N. 720 ARGONNE RD. SPOKANE, WA 99212 March 6 19 e5!' za„t- s s.Ate, „..0 L 116 go I: L 25 L000891: 6 2 711.01,01.190 perpetual. aw REcup �g AR 5 1990 THE SUMMIT AT EVERGREEN POINT OWNERS' ASSOCIAT thisg10BB NON - PROFIT CORPORATION ARTICLES OF INCORPORATION The undersigned, William R. Smith, acting as incorporator of a corporation under the provisions of the Washington Non - Profit Corporation Act, Revised Code of Washington, Chapter 24.03, does hereby adopt the following Articles of Incorporation for such corporation. ARTICLE I The name of the corporation shall be The Summit at Evergreen Point Owners' Association. ARTICLE II The period of duration of the corporation shall be ARTICLE III The purpose for which this corporation is organized is to create an entity to manage the common area, including roadways, green areas, storm water drainage system, fencing and all exterior landscaping, and further including the collection of association dues, the payment of common expenses of insurance, maintenance and the like, and to perform all management functions which are normal and necessary in a residential planned unit development. The corporation shall have no authority to enter into any business transactions or business enterprises other than those that are necessary or desireable for the management and operation of the planned unit development. ARTICLE IV The address of the initial registered office of the corporation is 2701 South Bolivar, Veradale, Washington, 99037. The name of the initial registered agent at such address is William R. Smith. ARTICLE V The number of directors constituting the initial Board of Directors of the corporation is two (2). The names and addresses of the persons who are to serve as the initial directors of the corporation are as follow f wviL i - 1 Qz-vkAA± vv yhkA40 IC )4A-vv-\-0._ William R. Smith 2701 South Bolivar Veradale, Washington 99037 Barbara A. Smith 2701 South Bolivar Veradale, Washington 99037 Upon the expiration of the time specified in Paragraph 2.1 of Section Two of the Declaration of Covenants, Conditions, Restrictions and Reservation of Easements for The Summit at Evergreen Point, a Planned Unit Development, Spokane, Washington, on file with the County Auditor of Spokane County, State of Washington, not less than three (3) nor more than five (5) directors shall be appointed or elected from the Owners' Association. ARTICLE VI The name and address of the incorporator is as follows: William R. Smith 2701 South Bolivar Veradale, Washington 99037 ARTICLE VII The persons to whom the net assets of the corporation are to be distributed in the event the corporation is dissolved are the individual members of the corporation on the records of the corporation at the time of dissolution, each to receive an equal share. ARTICLE VIII The corporation shall consist of twenty -four (24) members, all of the same class, one for each of the twenty -four (24) lots within The Summit at Evergreen Point, a Planned Unit Development, situate in Spokane County, State of Washington. A member is defined as the person or persons who own the possessory ownership interest of each particular lot within the planned unit development. A possessory ownership interest is defined as the vested owner or contract purchaser of a particular lot within the planned unit development. IN WITNESS WHEREOF, the incorporator has hereunto set his hand this AY: day of February, 1950. WILLIAM R. SMITIH 2 s y STATE OF WASHINGTON ) ss. County of Spokane ) This is to certify that on this ��o day of February, 1990, there appeared personally before me iW lliam R. Smith, to me known to be the person described in and who executed the within and foregoing Articles of Incorporation, and they acknowledged and declared to me that they executed the same freely and voluntarily for the uses and purposes therein mentioned., IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. NOTARY PUBLIC in :nd for the State of Washington, Residing at Spokane 3 CONSENT TO SERVE AS REGISTERED AGENT I, William R. Smith, hereby consent to serve as registered agent in the State of Washington for the following named corporation: The Summit at Evergreen Point Owners' Association. I understand that as agent for the corporation, it will be my responsibility to receive service of proces in the name of the corporation; to forward all mail to the corporation; and to immediately notify the office of the Secretary of State in the event of my resignation, or of any changes in the registered office address of the corporation for with I am agent. DATED this /4 day of February, 1990. WILLIAM R. SMITH 2701 South Bolivar Veradale, Washington 99037 DATE +2, / 27 /89 CRP /RID /PLAT /Z C No. PE 1574,-81 FEDERAL /STATE PROJECT N0. PROJECT TITLE Evergreen Point Summit PROJECT LIMITS EXISTING CONDITIONS: PROPOSED IMPROVEMENT: ROAD WIDTH N/A 28' ROAD SURFACE N/A 2" A.G. AVG. DAILY TRAFFIC N/A 6 vph Current Design Year 24 lot planned unit development PROJECT DESCRIPTION RECEIvER L►EC 2 7 1989 pp °U ha ROAD NAME Owl /Sunnybrook Lane REQUEST FOR DESIGN DEVIATION DESCRIPTION OF STANDARD INVOLVED Minimum centerline street radius for private road, PUD standard, serving 24 lots PROPOSED DESIGN DEVIATION 35 foot centerline curve radius JUSTIFICATION The curve radii in question are configured essentially the same as a tee intersection, encouraging traffic to come to a near stop before proceeding around the corner. The private roads are dead -end with no possibility of extension and will serve a maximum of 13 lots each. The entry way security gate will restrict traffic primarily to residents familiar with the road alignment. Fire District #1 has approved the road configuration. Efficient use of land encouraged by the PUD overlay zone requires road configuration proposed. The sponsor of the project has expressed a desire to encourage low traffic speeds. Submitted by nir STGRttki "A. So t 121tiJS9 Date 11019 V' • torr Approved Not Approved ( ) ( ) n� / — a -94 project Manager 3 STAFF RECOMMENDATIONS R Co •. ek-ID APP v'+.6 ✓4 (, a F jrlts 0E047 eu tco7 I ki Pn4v41 E )Z04D. Ale Tr Feet .D /Stnic r 1. .QCU/a! .4rvo /4Pa4, i(.4( Approved Not Approved ( \C ) ( ) %f1C— f/Zl'.v mach /5 A79GG%u4--7e l-oe 771E A.e //J29-7 . 74!nF 6'F 'ZAfl /v.0 En9S€ a e'7 Savrca O&.v//s?s Mn stPP2vv� Approved Not Approved ( )( ) ( Approved Not Approved (JAS ( ) Appro d ( (../5 02510 Not Approved ( ) PlanningClnd Traffic Engiaa r bate Pro eb-t Man gement Engineer Date Og€.rations Engineer Date Date /—/r- 9/1 Date CW /BD SPOKANE VALLEY FIRE DEPARTMENT �. Spokane County Fire Protection District No. 1 EAST 10319 SPRAGUE AVE • SPOKANE, WA 99206 (509) 928 -1700 SPOKANE COUNTY ENGINEERS N. 811 JEFFERSON SPOKANE, WA. 99260 ATTN: GARY NELSON RE: PE- 1576 -89 EVERGREEN POINT PUD Rod Tedrow Chief TO SPOKANE VALLEY FIRE DEPARTMENT. DECEMBERif 2t, : 1 989 DEC 2 2 1989 THE STREET ALIGNMENT IN THIS PUD IS ACCEPTABLE LYDE WISENOR INSPECTOR II DATE 1/9/85 FEDERAL /STATE PROJECT NO. PROJECT TITLE Northwood 6th Addition Rt.gUEST FOR DESIGN DEVIATION ROAD NAME CRP /RID /PLAT /Z.C. No. EXISTING CONDITIONS: PROPOSED IMPROVEMENT: ROAD WIDTH 40 foot Private Road ROAD SURFACE 24 foot paved road surface AVG. DAILY TRAFFIC Current Design Year PROJECT DESCRIPTION The Last 863 feet of the N1 of the SE, of Section 36, Tnwnship 26 North, Range 43 East, W.M., Spokane County Washington. DESCRIPTION OF STANDARD INVOLVED Alignment and public road improvement standards for a private road serving 9 or more lots. PROPOSED DESIGN DEVIATION Alignment as shown on the Preliminary Plat and on the attached detail, and private road improvement standards for 8 lots or less with • no extension possible. ' - JUSTIFICATION Due to the existing topography of'the area Lots 13 through 20, Block 2, would best be served by the alignment as shown on the Preliminary flat and on the arrached, derail _flis would allow for reasonable building sites on theses lnrc and the cul -de -sacs would provide adequate frontage. Approval of Lots 9 through 12. Block 2, to also be served by the private road would eliminate their need for direct access to Columbia Drive. This alignment is necessary to maintain the proposed alignment: for Columbia Drive and will not hinder circulation or public health and safety. See Attached Detail. Submitted By PE 1457 PROJECT LIMITS 160 150 140 5 U 130 ut » 120 110 100 90 For ; Ronda METHOD N C E -GP - I D COMPACTION TEST DATA BLOWS PERLAYERyy NO. LAYERS 3 /S76 STA: ELkarg -elan Sorni;f N TAMPER WT5.51b DROP tit 1,2” MOLD DIA. 4" VOLUME OF SAMPLE 30 �t DRY UNIT WEIGHTI5 /ft` 120.2 IZ1.4 ME`CHANIC`AL ANALYSIS SAMPLE GRAVEL SAND gcT, INCI 3/4" 6 O % RETAINED #4 /9 l % PASSING #4 X51 SOIL CLASSIFICATION: Sand c.),41-1 ire staid and s; I+ OPT. MOISYURE CONTENT MAX. DRY DENSITY I DATE N /2 7o I - 7 -9n �tE 9 g Ay I a.-GP D Br -oATE I JOB NO. GP 190 2 LOCATION 2 l g qtr en �rMMa I EMARKS: SG, = rV 6 Passing 3" Screw gr 4zZz 1779 SCJ. 162 ZII 1817 1 637 8.9 11.5 4 .204 135.4 4zZ7 134. 255 1? 5 /4.3 115.0 FINES ZSI 1742 1G1 WGT. OF WET SOIL E.MOLD WGT. OF MOLD q( WGT. OF WET SOIL 4t WET UNIT WEIGHT lb/ MOISTURE t WGT. OF WE _ IL H WGT. OF DRY SOI - SH WGT OF WATER 4r W G T..OF -045H WGT. OF ORY SOIL MOISTURE CONTENT 10 15 20 25 30 MOISTURE CONTENT — 6OF DRY WEIGHT 1 2 3 4 6201 6170 6 z_ 6245 42z.7 Zo2's 1�3.R 35 40 45 Project: [ Vercreen Sum,' Material: Sllho- ,4e S 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 A+B= Z0174 C. WGT OF PYE + H 0 + MAT IV0, g 2 SP -1 WGT /CU FT. = BULK SP GR X 62.2= A +B -C RICE SP GR = A = SG.Ib er 1 610,2 RICE SP GR X bm =MAX WGT /CU FT/4& % AIR VOIDS =100X1 -BULK SP GR= RICE SP GR ASPHALT CONCRETE PAVEMENT CORES DETERMINATION OF % AIR VOIDS Date: 3- 7 -20 Contract: / -GP -190 W.S.T.D. TEST METHOD NO. 706A (METHOD C) 545 z 14 7 a z, 206.6 z. 64 1 LAB NO. CORE NO. W.S.T.D. TEST METHOD 705A (68 ° ) 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= 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 ROBERT D. WALDO WALDO AND SCHWEDA, P.S. TELEPHONE PETER S. SCHWEDA Attorneys at Law 1509) 924-3686 ( NORTH 720 ARGONNE ROAD V SPOKANE, WASHINGTON 99212 -2796 Spokane County Engineer's Office North 811 Jefferson Spokane, Washington 99260 dlk Enclosure March 21, 1990 Attention: Gary Nelson Re: The Summit at Evergreen Point Dear Mr. Nelson: Please find enclosed copy of Certificate of Incorporation for The Summit at Evergreen Point Owner's Association, a Washington non - profit corporation. Should you have any questions or concerns, please do not hesitate to contact our office. Very truly yours, WALDO AND SCHWEDA, P.S. ebi Knudson_ Legal Assistant MAR 2 2 1990 SAOI AFlE COUNTY EttS+i EER SSF 57 STATE of WASHINGTON SECRETARY of STATE I, Ralph Munro, Secretary of State of the State of Washington and custodian of its seal, hereby issue this a Washington U.B.I. Number: 601 235 209 CERTIFICATE OF INCORPORATION Non Profit to THE SUMMIT AT EVERGREEN POINT OWNERS' ASSOCIATION filed for record in this office on the date indicated below: corporation. Articles of Incorporation were Date: March 8, 1990 Given under my hand and the seal of the State of Washington, at Olympia, the State Capitol Ralph Munro, Secretary of State 2- 424554 -0 NO. O 50 IN THE MA 1TER OF FILING THE FINAL PLAT OF ) THE SUMMIT AT EVERGREEN POINT FILE NO. ) PE- 1576 -89 & PUDE -3 -89, AND ZONE CHANGE TO ) URBAN RESIDENTIAL -3.5 (UR -3.5) FILE NO. ZE -39 -89 ) IN SECTION 26 TOWNSHIP 25 NORTH, RANGE 44 EWM, ) SPOKANE COUNTY, WASHINGTON ) BEFORE THE BOARD OF COUNTY COMMISSIONERS FOR SPOKANE COUNTY ' RESOLUTION BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of The Summit at Evergreen Point that portion of the Southwest Quarter of Section 26, Township 25 North, Range 44 E.W.M., Spokane County, Washington, described as follows, with a more precise description located in the plat dedication: A portion of Tract 211 of Vera, as per plat thereof recorded in Volume "O" of Plats, page 30, described as follows: Beginning at the Northeast comer of said Tract 211; thence South 00° 43' 28" West, along the East line of said Tract, being also the Westerly margin of Best Road, a distance of 435.00 feet; thence North 89° 03' 47" West parallel with the North line of said Tract a distance of 637.81 feet; thence North 00° 43' 28" East parallel with said East line a distance of 435.00 feet to the North line of said Tract being also the Southerly margin of 24th Avenue; thence South 89° 03' 47" East .along said North line a distance of 637.81 feet to the point of beginning; UPON THE RECOMMENDATION of the Spokane County Planning Department, the final plat is approved with the exception that the public rights of way dedicated in this plat will not be established for maintenance purposes until the County Engineer has certified that the roads have been improved to County standards and approved by a separate resolution of the Board of County Commissioners. ADDITIONALLY, until the final plat document is filed in the Spokane County Auditor's Office, this subdivision has only preliminary plat status and is subject to expiration and null and void status if not periodically granted an extension of time consistent with the policies and procedures of the Planning Department. PASSED BY THE BOARD THIS ZO DAY OF a7,€ , , 1990 A 1'1 EST: By: mo REV 1/90 mo IAM E. DONA of the Board sanne Montague, Deputy Cler BOARD '1F COUNTY COMMISSIONERS SPO • ANE COUNTY, WASHINGTON . - a d Patricia A. Ddu '. ey, Chairman Stever- fiassoh John R. McBride win; b1 !re'F tee 4•c +s rr.aale The owners' o f all lots within this s ubdivision` shall :;bekmembers.;of -_:the •THE' ! SUMMIT AT EVERGREEN POINT`OWNERS' ASSOCIATION;and'subiect to the_'sArt'icles of Incorporation' and Bvl'aws' +thereof. SUBJECT to_. the „DEGLARA,,TION'OFGOVENANTS, ' CONDITIONS.' RESTRICTIONS AND RESERVATION OF EASEMENTS FOR THE.SUMMIT''AT' EVERGREEN POINT as recorded .under Audi.tor's'..Document\No ` „,l > . We. r rt�e dedicate. 10 the •_ THE;SUMMIT''AT "EVERGFEEM "POIIUT OWNER rs 7aTIDN the Common Area ! (Lot'',:5, :•Block 1) for the common use`fbv�rthe`' lot owners o fr.. \private roads, drainage' facilities, :, utilities; recreation:�snd• other?_tOses, -. . ‘• , Pt, -t;- t7 'i ^ {'' . �.. . ?,:.{pf- ;'' ,r,,:;.rs,e.'- ; :` ^. • ingress and: egress`: for those lots,' within ttie'„,prat .:having' frontagei'.tnereon,.. Subject to.� separate DECLARATION' OF COVENANT REOUIFiI F'RIVATEt„MAINTENANCAND ; " 1. Y.. under n Auditors Document -No. .' , which .by referenc'eeis, made a part o hereof, `z; 0 WARNING: Spokane Countv'.has no responsibility, to build ""i.mprove! maintain or:: otherwise service the private roads contained within or.'a',providing "service:to the property described in this plat. By accepting this plait or subsequently by U ' allowing a building permit to be issued on,property on a,priv,ate :.road,•Spokane h County assumes no obligation for said private road, and'the owners* hereby r acknowledge that-the-County has.no obligation of any or natu asoever F re3'wht P e r,.. . i ,-:: . o to establish, examine', , survey, cons a l ter,. ,repair,�mprove;,- , ma t, � i .. t provide drainage • or snow' removal. on ' a private roads ',This• ''i "a nd } -' r ! n il, .. . .: -n shall run'-with the : land : • -shall be' binding •upon rthe.'o t hei:r'..heirs . :,',• t successors`ror assigns including the obligation jto part in of the private. road as provided herein.. ;? . ;'. : : y - y .... ?tsa ^ 'F= ' -.::. . ', .i:rt• . .;s •' 3 The private .r as shown `.tiereon,.•a re. easements.wh'ichtprov de •;a meansofit. 9- Public drainage easements as platted and shown. her. .eon, &for•, thelpurpose.of, installing, operating, and maintains q r�n- I1na s a les. and drainage,:1tacilities rw c 4 1 Z a r a. �r .h .. to dispose stormwater: runo a re t rier Dy'gr teC. The property;;owners shall maintain the drainage swales and ponds with a, permanendlive cover'of with optional shrubbery and /or trees wh'ich,do not obstruct the fhow"and , percolation of storm drainage water =in.,ethe drainage swa•1e4 The:property - owner or his representative shall .inform each .succeeding:.purchas r of : all drainage easements on the property and his responsibility fbr maintainingainage: facilities within said easement: The County of Spo4:ane.`fs h ?retiy granted the right of ingress and egress to all public drainage easements. The.Gounty of Spokane will maintain the drywells, as shown'on.the approvei.road,;.p located 1 in said public drainage' easements° e „s in q'tcCt(pC p U � .fhe'.':cle key t& p4A. A private drainage easement over the Common Area (Lot 25, Block 1) which is for the purpose of installing, operating, and maintaining drainage . swa'les - and drainage facilities to dispose of stormwater runoff is hereby granted.to The Summit at Evergreen Point Owners' Association and /or the owners-'otsiLots 1 - through 24, Block i , or their successors in interest. !.The County :_pf`' - Spokane is ' hereby granted the right of ingress and egress to all.dkainage easements. The subdivider /sponsor will construct the drainage retention ponds arid`associated • drainage facilities. The Summit at Evergreen Point Owner's Association, and /or the- owners of Lots 1 through 24, Block 1, or- their. successors .in:interest shall maintain the drainage retention ponds and associated drainage faci'l,ities in reasonable conformance with. the approved plans on file in the - county Engineer's Office..-The property owners. shall maintain the drainageitswales and• -ponds with a permanent live cover of lawn turf, with optional shrubbery and /ort`,tr'ees which do not obstruct the flow and percolation of storm drainagewater ine,the" . swales. _Whenever the Summit. at Evergreen F'Oint Owners' Association;,'- .and /or the owners of Lots 1 through or`their successors'iM interest fail to''naintain the drainage retention ponds" and, associated. draina i. ge facli i.dCceasonabl'e conformance: with- the approved-.pl'ans, a. notice.wil'l'' be ,g #itven to;:,The,SUmmitat. :. Evergreen Point Owners' Association, 'and /or: the,: owners „"of Lots.;lr or their ::succes in `'i'nt by`. the County. y If not af't .1O4 days, •'.the Cot tnty_has. the.;r•ight;tb - correct; the.main"tenance failure or .'have= :i`•t; corrected,. All costs involved .will roe charged ,to Oe`;Summit `at - 'Eve,rgreen.'Poxn&Owners', - - Assoc:iation, and /or the..owners „of Lots '1 through 24, o g.their successors in interest. Spokane County does not 'accept the' responsibihlity of . ma' i'ntaining'' the drainage courses on private' lots. within the ';n drainage'esements,or . r `the ``” responsibility for any drainage: whatsoever. including but not,�l m tedi,'to; inverse condemnation to :•any,.properties due.to deficient 'iconstruc,t1onvand /or'.;' . ,.maintenance of 'drainagilcilities in'dr,a, a easnts, eme_in =; property., The property owners or their.r-epresentatives ll sha >nfrm o each succeen purch of•-' al � li;' dr property -aridx re' * po ity,for "mai,h s,��f t inzng"dra'snagaci:r t>:e p s emen't: " a nsge wi'th'in' - - ad t•.. .teW :.. e .. a ..,. a +.. .0 i . *q• , t �, A }•p.. .,.... •, �, sa id pri "vats v drainage' e „and ; within the:i`prate?road easement as shown on 'tt ery;appsoved pri:vato e rad,' plan c s, hair be maintai`ned,i the,private r said DECLARATION-'REOUIRING PRIVATE MAINTENANCE ;;AND .CONSTRUCTION - OF A PRIVATE ROAD:. { sc { r,,.; :L "';'" DECLARATION OF COVENANT: `:' COPY Nai 90022$0314 ORif,INei fl f'P OP pernupFp FEB 28 '1990 COUNTY AUDITOR DECLARATION OF COVENANT REQUIRDOYMh T ' AND MAINTENANCE OF APPROVED PRIVATE ROAD, AND DEDICATION TO THE COUNTY WHEN REQUIRED It I • In consideration of the approval by Spokane County of THE SUMMIT AT EVERGREEN POINT (hereinafter referred to as the "Development "), the undersigned covenants and agrees that: 1) A lot is served by a private road when: (a) the only road frontage for the lot in the Development is on the private road; or (b) a lot having frontage on more than one road (public or private) constructs an approach to the private road. (2) The owner(s) of any lot created by the Development or alteration thereof and served by a private road shall be responsible for financing the construction and maintenance of said private road. (3) The road shall be improved consistent with Spokane County standards for private roads. (4) Maintenance methods, standards and financing shall be in a manner determined by the owners of the majority of lots served by such private road; (5) In the event such private road is improved to Spokane County standards for public streets and the County is willing to accept the dedication of such road, each lot owner shall execute any documents necessary to accomplish such dedication. (6) Owners of lots within the Development who are served by such road, may sue and recover damages and attorneys' fees from any owner of any lot within the Development which is similarly served who refuses to participate in the road construction, financing, and maintenance. (7) WARNING: Spokane County has no responsibility to build, improve, or maintain or otherwise service the private roads contained within or providing service to the property described in this Development. By accepting this development or subsequently by allowing a building permit to be issued for property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a private road. 2-«1efw— ccJ \T! of SFUrtwvc - 21 Akf4 kAg n a d( w co Asp t o cD p ( 1 � ,. 4 1"-.. 04 C. Le■i r 4v¢ - , 1 4 ►` 1. / o-f 1% e OFFICE OF THE COUNTY ENGINEER TO . FROM : �.�. .E . 6 IVELswe✓ Spokane County, Washington RE : Standard Drainage Language for the Dedication Date: S 7 on So. AA. A , 19 EY51e c -,( `5M /12/010y A. 4/; (.., Ad7ACEN'( �A 7ii� /U j am`/ ADrainage easements, as platted and shown hereon, which- -akt t purpose of instating, operati apd m is ning ainag swale/s and dra nage facilities to dfspose nff runof t dfereby grante . The County of Spokane is hereby granted the right o ingressnd egress to all drainage easements adjacent to the /public righe—of —way. /The property ownei 'sgall maintain the drainage " .Sale with a permanent/live cover of lawn turf, with optional hrubbery nd /or \ trees, which do not obstruct the flow and percolation o storm d na e 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 pro rty owner or r hiis representative shall inform each succeeding purchase of---Alf drainage easementa_on the property and - Tta� responsibility for main aining drainage facili'tie within-said eas�ecents" (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. 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. (6) An approved lot grading plan exists for Lots , and Block , and Lots , _ , & Block Grading must conform to said plan on file in the County Engineer's office. ( ( (5) (9) Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. 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. / 4 " , ,i 01 0035p rry Date: - s -Qt b To: __T_.. A E . From: G-. AI EL. S or) r Re: Drainage Language for the Dedication on Sw.,. A E Verlf l'2&- "Drainage - asements, as atted and shown hereon, whit i are f r he purou of insta no, riperatin. and mai- taininq tie drain ge re tl:n K, pond, a verts, dit._ es, and associ. -ted dra age face iL' - t dispo e D. of runoff re hereby g anted toThe .•. .; ., ee 'Pff ilwners c ..S Association and or the - owners of Lots/ ,c, c eir sup='_ ssorrs 0' interest. T e County of .okane is hereby grante• the rig t of 1 NO3 and egress t.. all drainage .asements. The subdivid /sponsor wil construct he drainae retentio4'gd, culvert ditches, a associated . ainage fa --t•_ t' ._ s.:/."_:-. A inr 4r. fL. +ccii -. at( -of c( n egress ll tvetlrte P4;....t The Su, ,) a )' ,. 1.4eme. wners i Association, or the owners of Lots /-, or heir successor interest shall maintain the drainage p•' 'retention pond, culverts, ditches, and associated drainage facilities in h the appr_ved plans on fit in the Cc.unty � � ' Engineer's Office\ n rg1'tle∎ Po•n� henever ftF e S ti. n •tot � v \roma. Owners sociatinn, and o the owners �f Lots i -11, or their surd sors in inter t fail to maint n the .drainage retention p d, culverts, ai ches, and as ciated drainage faci1itie in reasonab conformance with tie prove drainage plan, a notice will be given to ie S..M...t of fvf C Owners ssc.ciation, a d or the .'wne of Lots NO, or their succe sors in intere by the County. If nt corrected a ter 10 days, t County has th right to clrrrect the m intenance fail re or have it c rre _t d. All c._ is involved will e charged t6 —r 51 M..; y Al Evte F r ~ Owners' Ass iation, and or the own rs of Lots _, pr their successors in interest t.' Subject tcrd i- araticm of cEw n. ae��re� riled �da-te? 0. unde __ Document No, whit _b'y reference et made part hereon. e. Spokane aunty does not accept the tes of maintaining the drainage ca!rse on -vate lots within drainage easements .4-1 -F Ed .:tea �n the r' ponsibi1ity for any„ whatsoever, including but not limited to inverse condemnation tc, any properties due to deficient constructign and /or maintenance of drainage courses in drainage easements on private property --41 (CL 714;// 1/41;6 1 . 4 A-- .c in A i fye n C C J'lt Cl t i ! yards of each residence sh be 1�andsCap @ d by ch owfer in su bstantial conformityJwith ' th \ �omes already b � il \ \ 1 3 -/ v U u arkd landscaped. \J J 3 Maintenance of Storm Water Drainage System. The storm water drainage system, as designed by -Adams a-nd- �� rac+�ic tri Clark, and approved by Spokane' County, has been or is being installed for the purpose of controlling surface water in the project. In order to ensure the effectiveness of this 0 ,7 ffvetyrtar Fu ' drainage system he%Am#umn ete-st Hemea Association shall be responsible for any ongoing maintenance and expenses thereon. The Association shall maintain the stormwater drainage system in reasonable conformance with the approved drainage plan. 1 7. NAN Rentention Pond and Drywells ^^ *gip 5 el -_ -anj Cl i3�a c,t —to-an The surface water collected by the drainage system // described above shall be placed in ,a retaining ponds w 0 aor inside the project. e444. .74 Oita:, The Developer shall retain the right to drain surface water from the additional land owned by it into the ponds a,, Maintenance costs of the pond and the eit y we i'lJ dit,,h including, but not limited to, taxes, insurance, weed control, etc., shall be the responsibility of the Association. The Association shall maintain the Rentention titlOsititS Pondsand d in reasonable conformance with the approved drainage plan. The Association shall have the right to eleA9t 3 4 pro -rate th 'above' mentioned costs' and charge the appropriate amounts for the additional drainage, from the adjacent property currently owned by the Developer, to the then owners. Sects n 6. Cons'pction Restrictions. ns. A) Alteration ct afd /or Improvements to Property. with the exception f work c \red out to further the completio obstruction, of the project, \ no building fence, wall, balcony, screen patio, patio coves, tent, awning, carport'cover, imppovement, structure of any kind, ands \ \ site prepat\ion (Excavation, clearing o'r other preliminary work) shall be, commenced, erected, painted or maintained \ \ \ upon the property';\ nor shall any alteration or improvement of, any kind be made thereto until the same as been \ \ approved in writing by'the Architectural Control hereinafter referred to as the "Committee ", appointed the undersigned and /or the Board of Directors of the Autumn Crest Homeowners' Association'; at such responsibility 'is transferred to the Homeowners' Association by the Developer, time as that Autumn Crest but not later than the sale of the at lot in the project, includi @ any land or lots annexed to the project. B) Plans and Approval. Plans and specification showing the nature, kind, shape, height, \ color, size, materials and location of such improvements or alterations, shall be submitted to the Developer;\ or Committee if this -12- Committee Ali ota y Publi in and ..t C° Wash gton, esiding � in'Spoi e ss` 91] RECORDING REQUESTED BY AND WHEN RECORDED, MAIL TO: WALDO AND SCHWEDA, P.S. ATTORNEYS AT LAW North 720 Argonne Road Spokane, Washington 99212 Attention: Robert D. Waldo DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND RESERVATION OF EASEMENTS FOR - THE SUMMIT AT EVERGREEN POINT A PLANNED UNIT DEVELOPMENT SPOKANE, WASHINGTON TABLE OF CONTENTS PAGE SECTION TITLE NO. One OWNERS' ASSOCIATION /VOTING /BY -LAWS 2 1.1 Form of Association 2 1.2 Membership 2 1.3 Transfer of Membership 2 1.4 Voting 2 1.5 Pledged Votes 2 1.6 Annual Meetings 2 1.7 Special Meetings 3 1.8 By -Laws 3 1.9 Board of Trustees 3 Two BOARD OF TRUSTEES 3 Five Six 2.1 Management by Declarant 3 2.2 Management by Board 3 2.3 Authority of the Board 3 2.4 Limitation on Authority 4 2.5 Term of Office 4 2.6 Quorum for Board Action 4 Three COMMON EXPENSES AND ASSESSMENTS 4 3.1 Estimated Expenses 4 3.2 Payment by Owners 4 3.3 Commencement of Assessments 5 3.4 Records 5 3.5 Lien Indebtedness 5 3.6 Certificate of Assessment 5 3.7 Foreclosure of Assessment Lien 5 Four MORTGAGEE PROTECTION 6 4.1 Priority of Mortgages 6 4.2 Copies of Notices 6 4.3 Inspection of Books 6 4.4 Effect of Declaration Amendments 6 RIGHTS IN COMMON AREA 7 5.1 Common Area 7 5.2 Partition of Common Area Prohibited . . • • 7 5.3 Damage by Member 7 ARCHITECTURAL CONTROL 8 6.1 Architectural Control During Development 8 -i PAGE SECTION TITLE NO. 6.2 Architectural Control After Development 8 6.3 Prohibition of Alteration 8 6.4 Plans and Approval 8 Seven REPAIR AND MAINTENANCE 9 7.1 Owner's Maintenance Responsibilities . • . 9 7.2 Repair and Maintenance Duties of Association 9 Eight EASEMENTS 10 8.1 Access, Use and Maintenance Easements . . 10 8.2 Utility Easements 10 Nine RESIDENCE AND USE RESTRICTIONS 10 Ten 9.1 Land Use and Building Type 10 9.2 Vehicle and Equipment Restrictions • • 10 9.3 Business Use Prohibited 11 9.4 Nuisance Prohibited 11 9.5 Temporary Structures 11 9.6 Time of Completion 11 9.7 Animals 11 9.8 Signs 11 9.9 Fences 12 9.10 Clothes Lines 12 DESTRUCTION /CONDEMNATION 12 10.1 Damage to Common Area 12 10.2 Damage to Dwellings 12 10.3 Insurance 12 Eleven DURATION AND AMENDMENT 13 11.1 Duration 13 11.2 Amendment 13 11.3 Miscellaneous Provisions. 13 (a) Enforcement 13 (b) Severability 13 (c) Effective Date 13 Twelve ANNEXATION 13 12.1. Annexation of Contiguous Property 13 DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND RESERVATION OF EASEMENTS THE SUMMIT AT EVERGREEN POINT A PLANNED UNIT DEVELOPMENT KNOW ALL MEN BY THESE PRESENTS that W.R.S. and Associates, Inc., a Washington corporation, and Roy H. Nyholm and Marie E. Nyholm, husband and wife, Wesley B. Anderson and Alice M. Anderson, husband and wife, and Harold G. Anderson, Jr., a single person, hereinafter collectively referred to as Declarant, do hereby declare and set forth covenants, conditions, restrictions, and reservation of easements to run with all of the land described hereafter as provided by law, which covenants, conditions, restrictions, and reservation of easements shall be binding upon all parties and persons claiming an interest in any of the property described hereafter, and which covenants, conditions, restrictions, and reservation of easements shall be for the benefit of and limitation upon all future owners, and being for the purpose of keeping said real estate desirable, uniform and suitable in architectural design and use as specified herein. The land affected by this Declaration and reservation is described as follows: A portion of Tract 211 of VERA, as per plat thereof recorded in Volume "0" of Plats, page 30, described as follows: BEGINNING at the Northeast corner of said Tract 211; thence South 00 °43'28" West along the East line of said Tract, being also the Westerly margin of Best Road, a distance of 435.00 feet; thence North 89 °03'47" West parallel with the North line of said Tract, a distance of 637.81 feet; thence North 00 °43'28" East parallel with said East line, a distance of 435 feet to the North line of said Tract, being also the Southerly margin of 24th Avenue; thence South 89 °03'47" East along said North line, a distance of 637.81 feet to the Point of Beginning; Situate in the County of Spokane, State of Washington; and following the filing of the Plat in the Auditor's Office of Spokane County, State of Washington, to be thereafter described as: Lots 1 through 25 in Block 1 of THE SUMMIT AT EVERGREEN POINT, a planned unit development, together with roads and common area 'situate within the bounds of said Plat, Spokane County, State of Washington. -1- SECTION ONE OWNERS' ASSOCIATION /VOTING /BY -LAWS 1.1 FORM OF ASSOCIATION. The Association is or shall be incorporated pursuant to the Washington Non Profit Corporation Act under the name of The Summit at Evergreen Point Owners' Association. 1.2 MEMBERSHIP. Each owner of a lot within the Plat described herein shall automatically be a member of the Association and shall remain a member thereof until such time as he no longer owns a lot within the subdivision, at which time his membership in the Association shall automatically cease and the new owner of the lot shall take his place as a member. An owner is the person owning a lot in fee simple absolute or qualified, as purchaser under a Real Estate Contract, by way of leasehold, by way of periodic estate, or in any other manner in which real property may be owned, leased, or possessed in the State of Washington. 1.3 TRANSFER OF MEMBERSHIP. The Association membership of each owner shall be appurtenant to the particular lot owned giving rise to such membership, and shall not be assigned, transferred, pledged, hypothecated, conveyed, or alienated in any way except upon the transfer of title to said lot which shall automatically transfer the membership in the Association. Any attempt to make a prohibited transfer shall be void. 1.4 VOTING. The total voting power of all owners shall be twenty -four, one vote for each of the twenty -four lots, subject to individual ownership within the Plat. Each lot shall have one vote. 1.5 PLEDGED VOTES. In the event the record owner or owners have pledged their vote regarding special matters to a mortgagee or beneficiary of a Deed of Trust under a duly recorded Mortgage or Deed of Trust, or to the vendor under a duly recorded Real Estate Contract, only the vote of such mortgagee, beneficiary, or vendor will be recognized in regard to the special matters upon which the vote is so pledged, if a copy of the instrument with this pledge has been filed with the Association. 1.6 ANNUAL MEETINGS. There shall be an annual meeting of the owners in the second quarter of each year at such reasonable place and time as may be designated by written notice from the Association delivered to the owners no less than ten days prior to the date for said meeting. At the annual meeting, there shall be presented an audit of the common expenses, itemizing receipts and disbursements for the preceding calendar year, and the allocation thereof to each owner, and the estimated common expenses for the coming calendar year. Any lot owner, at his own expense, may at any reasonable time, make an audit of the books of the Association. -2- 1.7 SPECIAL MEETINGS. Special meetings of the owners may be called at any time for the purpose of considering matters which, by the terms of the Declaration, require the approval of all or some of the owners, or for any other reasonable purpose. Such meetings shall be called by written notice to the members of the Association upon decision by its Board, or by written request of the owners having at least twenty -five percent (25%) of the total votes, which notice shall be delivered not less than ten days prior to the date fixed for said meeting. The notice shall specify the date, time and place of the meeting, and in general, the matters to be considered. Only those matters contained in the notice may be considered at any special meeting. 1.8 BY -LAWS. By -Laws for the administration of the Association and the property, and for other purposes not inconsistent with this Declaration shall be adopted by the Association by concurrence of those voting owners holding at least sixty percent (60%) of the voting power. The Declarant may adopt the initial By -Laws of the Association. 1.9 BOARD OF TRUSTEES. The affairs of the Association shall be managed by a Board of Trustees consisting of not less than three (3) nor more than five (5) voting members, the Board being more specifically described hereafter. SECTION TWO BOARD OF TRUSTEES 2.1 MANAGEMENT BY DECLARANT. At the election of the Declarant, but in no event later than two years from the recordation of this Declaration or thirty days following the date when the Declarant shall have sold all of the lots within the subdivision, whichever shall first occur, the property and the Association shall be managed by the Declarant. 2.2 MANAGEMENT BY BOARD. Upon the expiration of the time period set forth above, or upon Declarants' option if exercised sooner, all administrative power and authority shall vest in a Board of not less than three nor more than five Trustees selected from among the members of the Association. The Board may delegate all or any portion of such power to a manager, managing agent, or officer of the Association, or in such manner as may be provided by the By -Laws. All Board positions shall be open for election at the first annual meeting after the period of the Declarants' authority under Section 2.1 ends. 2.3 AUTHORITY OF THE BOARD. The Board, for the benefit of the members of the Association, shall enforce the provisions of this Declaration and of the By -Laws, shall have all powers and authority permitted to the Board under the Corporation Act, and this Declaration, and shall acquire and shall pay for out of the common -3- fund hereinafter provided for, all goods and services requisite for the proper functioning of the planned unit development. 2.4 LIMITATION ON AUTHORITY. The Board's authority as set forth in the preceding paragraph shall be limited in that the Board shall have no authority to acquire and pay for out of the maintenance funds, capital additions and improvements having a total cost in excess of Two Thousand Dollars (2,000.00) without first obtaining the affirmative vote of the members holding a majority of the voting power present or represented at a meeting called for such purpose, and if no such meeting is held, then the written consent of voting members having a majority of the voting power. 2.5 TERM OF OFFICE. The term of office of Trustees shall be two years. After the initial election, if there be three Trustees total, then two shall be elected at the annual meeting during even numbered years, and one at the annual meeting during odd numbered years. If there shall be five Trustees, then three during even numbered years, and two during odd numbered years. At the organization meeting of the Board, after expiration of the management by the Declarant, the Trustees so elected shall, by lot, determine which shall initially have one or two year terms to stagger the expiration date of the terms of the appropriate number of Trustees. Any Trustee may be elected to serve for additional term or terms. 2.6 QUORUM FOR BOARD ACTION. A majority of the Board shall constitute a quorum. The Board shall act by majority vote of those present at its meetings where a quorum is in attendance. SECTION THREE COMMON EXPENSES AND ASSESSMENTS 3.1 ESTIMATED EXPENSES. Within thirty days prior to the beginning of each calendar year, the Board shall estimate the common expenses to be paid during the ensuing year, shall make provision for creating, funding and maintaining reasonable reserves for contingencies, operations, and repair, replacement and acquisition of common areas and facilities, and shall take into account any expected income and any surplus available from the prior year's operating fund. If the sum estimated and budgeted at any time proves inadequate for any reason (including nonpayment for any reason of any owner's assessment), the Board may, at any time, levy a further assessment which shall be assessed to the owners as set out below. 3.2 PAYMENT BY OWNERS. Each owner shall be obligated to pay assessments made pursuant to this Section to the Association in equal monthly installments on or before the first day of each month during such year, 'or in such other reasonable manner as the Board shall designate, and any unpaid assessments shall bear interest at the rate of 12% per annum from the due date until paid. The budget -4- may be reviewed and revised by the membership at any annual meeting, or at any special meeting called for such purpose, but if not so reviewed, or if no change is made, shall be deemed approved. 3.3 COMMENCEMENT OF ASSESSMENTS. An assessment for each lot within the subdivision shall commence to be payable upon completion of construction of a residential unit on said lot. Completion of construction is defined as the issuance of a final approved inspection or an occupancy permit by appropriate governmental authority. 3.4 RECORDS. The Board shall cause to be kept detailed, accurate records — in the form established by the Association of the receipts and expenditures of the Association specifying and itemizing the maintenance and repair expenses and any other expenses incurred. Such records and any resolutions authorizing the payments involved shall be available for examination by any member at convenient hours of weekdays. 3.5 LIEN INDEBTEDNESS. Each monthly assessment and each special assessment shall be the joint and several personal debt and obligation of the owner or owners of the lot for which the same are assessed at the time the assessment is made and shall be collectable as such. The amount of any assessment, whether regular or special, assessed to any owner of any lot, plus interest at 12% per annum and costs, including reasonable attorney fees, shall be a lien upon such lot. The said lien for payment of such assessments shall have priority over all other liens and encumbrances, recording or unrecorded, except as provided hereafter. Suit to recover a money judgment for unpaid assessments shall be maintainable without foreclosure or waiving the lien securing the same. 3.6 CERTIFICATE OF ASSESSMENT. A certificate executed and acknowledged by the Treasurer or the President of the Board stating the indebtedness secured by the assessment lien upon any lot shall be conclusive upon the Board and the owners as to the amount of such indebtedness on the date of the certificate, in favor of all such persons who relied thereon in good faith, and such certificate shall be furnished to any owner or any encumbrancer of any lot within a reasonable time after request, in recordable form, at a reasonable fee. 3.7 FORECLOSURE OF ASSESSMENT LIEN. The Declarant, or Board on behalf of the Association, may initiate action to foreclose the lien of any assessment. In any action to foreclose a lien against any lot for nonpayment of delinquent assessments, any judgment rendered against the owner of such lot in favor of the Association shall include a reasonable sum for attorney fees, and all costs and expenses reasonably incurred in preparation for or in the prosecution of said action, in addition to the taxable costs permitted by law. ' An assessment lien may be foreclosed in the same manner as is provided by law for the foreclosure of a Real Estate Mortgage. -.5- SECTION FOUR MORTGAGEE PROTECTION 4.1 PRIORITY OF MORTGAGES. Notwithstanding all other provisions hereof, the liens created under this Declaration upon each lot for assessment shall be subject to the rights of the secured party in the case of any indebtedness secured by Mortgage, Deed of Trust, or Real Estate Contract which were made in good faith and for value upon the lot. Where such mortgagee, beneficiary of a Deed of Trust, or Contract vendor, or other purchaser of a lot within the subdivision, obtains possession of a lot as the result of a Mortgage foreclosure, Deed of Trust sale, or Contract forfeiture, such possessor and his successors and assigns, shall not be liable for the share of the common expenses or assessments by the Association chargeable to such lot which become due prior to such possession, but will be liable for such common expenses and assessments accruing after such possession. Such unpaid share of common expenses or assessments shall be deemed to be the common expenses collectable from all of the land .owners within the subdivision including such possessor, his successors and assigns. 4.2 COPIES OF NOTICES. In the event the Association gives to an owner of a lot any notice that such owner has, for more than thirty days, failed to meet any obligations under this Declaration, it shall also give a copy of such notice to any first mortgagee, beneficiary of a first Deed of Trust, or Contract vendor, which has requested to be so notified. 4.3 INSPECTION OF BOOKS. Each first mortgagee, beneficiary of a Deed of Trust, or Contract vendor, upon written request, shall have the right to: (a) examine the books and records of the Association during normal business hours; (h) require from the Association the submission of annual financial reports and other financial data; and (c) receive written notice of all meetings of the owners; (d) designate, in writing, a representative to attend all such meetings. Each owner hereby authorizes the said first mortgagee, beneficiary of a Deed of Trust, or Contract vendor, on his lot to furnish information to the Board concerning the status of the loan which it secures. 4.4 EFF$CT OF DECLARATION AMENDMENTS. No amendment of this Declaration shall be effective to modify, change, limit, or alter the rights expressly conferred herein upon mortgagees, -6- beneficiaries of Deeds of Trust, or Contract vendors, in this instrument with respect to any unsatisfied Mortgage, Deed of Trust, or Contract duly recorded unless the amendment shall be consented to, in writing, by the holder of such security instrument. SECTION FIVE RIGHTS IN COMMON AREA 5.1 COMMON AREA. The common area within the Plat shall include all real property and improvements within the landscape areas, the private roads, Lot 25, the fencing surrounding the Plat, the security gate, and any other land as may be designated on the face of the Plat as common area, or other land which may be conveyed to or accepted by the Association, all of which shall be dedicated to the common use and enjoyment of all owners. The common area shall be owned, operated, maintained and insured by the Association for the use and benefit of the owners of lots within the Plat, subject to reasonable rules and regulations as may be enacted by the Association. Each lot owner, through membership in the Association, shall have a nonexclusive right to use the common area in accordance with the purposes for which it is intended without hindering the excerise of or encroaching upon the lawful right of any other lot owner. Notwithstanding the transfer of the common area to the Association, the Declarant hereby reserves to itself and its successors in interest, an easement, together with the right to grant further easements over the project for the purpose of completing improvements thereon or for the performance of necessary construction, maintenance, or repair work, or for ingress and egress to and from adjacent property in connection with the development, use and occupancy thereof. 5.2 PARTITION OF COMMON AREA PROHIBITED. Regardless of the possibility that in the future the Association could be dissolved, the common area shall be maintained for the benefit of all owners within the subdivision, and no owner shall bring any action for partition or division of any part of the common area, it being agreed that this restriction is necessary in order to preserve the rights of all owners with respect to the operation, management, use and enjoyment of the common area. 5.3 DAMAGE BY MEMBER. Each member shall be liable to the Association for any damage to the common area not fully reimbursed to the Association by insurance, if the damage is sustained because of negligence or willful misconduct of the member, his guests, tenants, or invitees, or any other persons deriving their rights of use and enjoyment of the common area from the member, or his or their respective family and guests. The cost of correcting the damage to the extent not reimbursed to the Association by insurance shall be a special assessment against the owner's lot and may be enforced as provided herein for the enforcement of any other assessment. -7-- SECTION SIX ARCHITECTURAL CONTROL 6.1 ARCHITECTURAL CONTROL DURING DEVELOPMENT. Until such time as development has been completed by the construction of residential units on all twenty -four building lots, the architectural control committee shall consist of Marie E. Nyholm, Alice M. Anderson, and William R. Smith. A majority vote of two of the three members of said committee shall constitute approval or rejection of the plans and specifications. All submissions to the architectural control committee shall be acted upon within five business days after submission, and the failure of the architecutral control committee to approve or reject within said five day period shall constitute an automatic approval. No buildings shall be erected, placed or altered on any lot within the subdivision until plans and specifications for said building have been submitted to and approved by the architectural control committee pertaining to the quality of workmanship, materials, harmony of external design with existing structures, and as to location with respect to topography and finish grade elevation. A majority of the committee may designate a single representative of the committee to act for it. In the event of the death or resignation of a member of the committee, the remaining members shall have the full authority to designate a successor. Neither the members of the committee nor its designated representative shall be entitled to any compensation for services performed pursuant to this covenant. 6.2 ARCHITECTURAL CONTROL AFTER DEVELOPMENT. After all twenty -four lots have been built upon, the architectural control committee shall consist of three members, all of which shall be elected by the Board of Trustees. 6.3 PROHIBITION OF ALTERATION. No structure, improvement, or alteration of any kind, including landscaping within the development, shall be commenced, erected, painted, or maintained upon the property until the plans for same have been approved in writing by the architectural control committee. 6.4 PLANS AND APPROVAL. The architectural control committee shall develop and make available to all owners within the Plat, a set of rules and guidelines to assist owners in preparing plans under this Section. The rules and guidelines shall not be binding upon the committee, but shall set forth general criteria to be considered by the committee in evaluating a particular application for architectural approval. Plans ana specifications showing the nature, kind, shape, color, size, materials and location of any such planned structure, improvement or alteration shall be submitted to the committee for -8- approval as to the quality of workmanship and design and harmony of external design with the existing structures, and as to location in relation to surrounding structures, topography, and finish grade elevation. No permission or approval shall be required to rebuild in accordance with Declarant's original plans and specifications or to rebuild in accordance with plans and specifications previously approved by this or a predecessor committee. All submissions to the architectural control committee shall be acted upon within five business days after submissions, and failure of the architectural control committee to approve or reject within said five day period shall constitute an automatic approval. SECTION SEVEN REPAIR AND MAINTENANCE 7.1 OWNER'S MAINTENANCE RESPONSIBILITIES. Each owner shall have responsibility of maintaining the exterior of their particular residence and all other buildings and improvements located upon their lot according to standards which shall be established by the Board of Trustees of the Association. The color and brand of any paint, stain, oil, or other preservative applied to the exterior of any residence or outbuilding must first be approved by the architectural control committee. In the event that the exterior of any residence falls below the standards established, and exterior maintenance shall be deemed necessary by the Board of Trustees or the architectural control committee, the same shall have the authority to send written notice to the owner of such residence setting forth the maintenance deemed necessary, and in the event such maintenance is not satisfactorily performed within forty -five days of receipt of such notice, the Board shall be entitled to perform or contract for the performance of all such necessary maintenance and the costs thereof shall be a special assessment against the lot as provided for herein. 7.2 REPAIR AND MAINTENANCE DUTIES OF ASSOCIATION. The Association shall paint, maintain, repair and replace all parts of the common area, including roadways and snow removal therefrom, or shall contract for such maintenance, repair and 'replacement to insure that such areas are maintained in good condition. Additionally, the Association shall provide exterior landscaping maintenance upon each lot within the subdivision, except or unless the owner of a particular lot shall make application to the Association for authority to maintain his own landscaping, in which event, the Association may grant the right to a particular owner to maintain his own landscaping, and he may continue to do so, so long as the same is maintained consistent with the landscaping throughout the subdivision. Should an owner be authorized by the Association to perform his own landscaping maintenance, the Association may deduct from the landowner's assessment, the amount of the cost which the Association attributes to landscaping maintenance of that particular lot. In the event that the landscaping maintenance -9- SECTION EIGHT EASEMENTS performed by an owner shall fail to meet the criteria as established by the Association, then the Association may revoke the privilege of the landowner to maintain his own landscaping, and reassume the duties therefor. For the purpose of performing any maintenance, repair or replacement as authorized by this Section, or for the purposes of making emergency repairs necessary to prevent damage to the project or to other dwellings, or for any other purpose reasonably related to the performance by the Board of its responsibilities under this Declaration, the Association shall have the irrevocable easement over and onto all portions of the common area and each owner's lot. 8.1 ACCESS, USE AND MAINTENANCE EASEMENTS. Declarant expressly reserves for itself and for the successor owners of lots within the subdivision, reciprocal, nonexclusive easements for access, ingress and egress, and for use and enjoyment, over all of the common area and all roadways and for the use and enjoyment thereof. 8.2 UTILITY EASEMENTS. Declarant further reserves for itself, the owners of all of the lots within the subdivision, and for all utility purveyors, both private and governmental, such easements as are shown on the face of the Plat for drainage, utilities, and roadways. SECTION NINE RESIDENCE AND USE RESTRICTIONS 9.1 LAND USE AND BUILDING TYPE. No structures or buildings of any kind shall be erected, altered, placed or permitted to remain on any residential lot other than one detached single family dwelling for single family occupancy only, not to exceed one story in height, with or without basement, and an attached or detached private garage for two standard size automobiles. 9.2 VEHICLE AND EQUIPMENT RESTRICTIONS. No trailer, camper, mobile home, recreational vehicle, commercial vehicle, bus, truck (other than standard size pickup truck), inoperable automobile, boat, or similar equipment, and no vehicle which is in an extreme state of disrepair, shall be permitted to remain upon any lot, street, roadway, or other area within the subdivision, other than temporarily (for purposes of loading and unloading of passengers or personal property). Commercial vehicles shall not include sedans, service vans, or standard size pickup trucks which are used both for business and personal use, provided that any signs or markings of a commercial nature on such vehicle shall be inobtrusive and inoffensive. No noisy or smokey vehicles shall be -10- operated in the subdivision. No off -road, unlicensed motor vehicle, other than golf carts, shall be maintained or operated within the subdivision. No goods, equipment, material, supplies or vehicles used in connection with any trade, service or business wherever conducted, shall be kept, parked, stored, dismantled, or repaired outdoors on any lot, or on any dedicated street within the subdivision. 9.3 BUSINESS USE PROHIBITED. No trade, craft, business, or professional or commercial or manufacturing enterprise or activity of any kind shall be conducted or carried on upon any residential lot within the subdivision, nor shall any goods, equipment, vehicles, materials, or supplies used in connection with any business or commercial activity be kept, parked, stored, dismantled, or repaired on any residential lot or street within the subdivision. 9.4 NUISANCE PROHIBITED. No noxious, or offensive activity shall be carried on upon any lot or street within the subdivision nor. shall anything be done thereon which may be or may become an annoyance or nuisance to the neighborhood. No lot within the subdivision shall be used as a dump for trash or rubbish of any kind, and all garbage or other waste shall be kept in appropriate sanitary containers for proper disposal. No waste, including rocks, dirt, lawn, or shrubbery clippings shall be dumped into the roadways or ditches or onto any vacant lots within the subdivision. 9.5 TEMPORARY STRUCTURES. No structure of a temporary character, trailer, basement, tent, shack, garage, barn, or other outbuildings shall be used on any lot at any time as a residence, either temporarily or permanently. 9.6 TIME OF COMPLETION. Any dwelling or structure erected or placed on any lot in this subdivision shall be completed as to exterior appearance within six months from the date of commencement of construction. 9.7 ANIMALS. No animals, livestock, or poultry of any kind shall be raised, bred or kept on any lot, except that cats, dogs, birds, or other household pets may be kept, provided that they shall not be allowed to run at large, and provided, further, that they shall not be kept, bred, or maintained for any commercial purposes nor in such numbers or under such conditions as a person of reasonable prudence would find objectionable in a closely built up residential community. Dog kennels or other animal runs may be permitted on each individual lot so long as the plans therefor have been approved by the architectural control committee. 9.8 SIGNS. No sign of any kind shall be displayed to the public view on any lot within the subdivision, except that one professional appearing sign advertising the property for sale or for rent may be placed by an owner, a builder, or a licensed real estate broker, not exceeding 24 inches in height and 32 inches in length. This provision regarding signs shall not apply during initial development and construction within the Plat and shall also not apply to any entrance signs to the entrance of the Plat on 24th Avenue. 9.9 FENCES. The only fences which shall be allowed within the Plat shall be the exterior perimeter fence constructed by the developer. No interior fences surrounding a particular lot shall be allowed. The Association shall have the sole responsibility to maintain the perimeter fence, and the same shall not be maintained or altered by any owner within the Plat. 9.10 CLOTHES LINES. No exterior clothes lines shall be erected or maintained and there shall be no outside laundering or drying of clothes. SECTION TEN DESTRUCTION /CONDEMNATION 10.1 DAMAGE TO COMMON AREA. In the event of any destruction of any portion of the common area, the repair or replacement of which is the responsibility of the Association, it shall be the duty of the Association to restore and repair the same to its former condition as promptly as practical. The proceeds of any insurance maintained by the Association shall be used for such purpose, unless otherwise provided herein. The Board shall be authorized to have prepared the necessary documents to effect such reconstruction as promptly as practical. The property shall be reconstructed or rebuilt substantially in accordance with the original construction plans. If the amount available from the proceeds of insurance policies for such restoration and repair is inadequate to complete the restoration, the Board shall levy a special assessment for the deficiency and proceed with such restoration and repair. 10.2 DAMAGE TO DWELLINGS. In the event of any destruction of any dwelling or dwellings, it shall be the duty of the owner of the particular dwelling or dwellings to restore and repair the same to its original former condition as promptly as practical under the supervision of the Board. The dwelling or dwellings shall be reconstructed or rebuilt substantially in accordance with the original construction plans, unless the owner shall have first obtained approval of new construction plans from the architectural control committee. 10.3 INSURANCE. The Association shall maintain such liability insurance policy covering all common area within the subdivision as the Association shall, by majority vote, determine necessary or desireable from time to time. The Association shall also maintain hazard insurance covering the improvements within the common area as the Association, by majority vote, shall deem necessary from time to time. -12-- SECTION ELEVEN DURATION AND AMENDMENT 11.1 DURATION. This Declaration shall continue in full force and effect for a period of thirty -five years from the date hereof, after which time the same shall be automatically renewed for successive terms of ten years each, unless a Declaration of Termination is recorded, meeting the requirements for an amendment as set forth hereafter. All properties within the subdivision shall continue to be subject to this Declaration during the term hereof regardless of sale, conveyance or encumbrance. 11.2 AMENDMENT. This Declaration may only be amended after written approval or vote in person or by proxy of two- thirds of the members of the total voting power of the Association. Notice of the subject matter of a proposed amendment to this Declaration in reasonably detailed form shall be included in the notice of any meeting of the Association at which a proposed amendment is to be considered. Notwithstanding the foregoing, any amendment made to this Declaration shall have no force or effect on a first mortgagee, the beneficiary of a first Deed of Trust, or a Contract vendor unless or until their written consent thereto has been obtained. 11.3 MISCELLANEOUS PROVISIONS. (a) Enforcement. The Board, any owner, and any governmental or quasi - governmental agency or municipality having jurisdiction over the project shall have the right to enforce, by any proceedings at law or in equity, all restrictions, conditions, covenants, reservations, liens, and charges now or hereafter imposed by this Declaration, and in such action shall be entitled to recover costs and reasonable attorney fees as are ordered by the Court. (b) Severability. The provisions hereof shall be deemed independent and severable, and the invalidity or partial invalidity or unenforceability of any one provision or portion thereof shall not affect the validity or enforceability of any other provision thereof. (c) Effective Date. This Declaration shall take effect upon recordation. SECTION TWELVE ANNEXATION 12.1 ANNEXATION OF CONTIGUOUS PROPERTY. At the option of the Declarant, any additional property contiguous with this Plat may be annexed to and become part of this development, subject to this Declaration, and subject to the jurisdiction of the Association, -13-- without the assent of the Association, or its members, on condition that: (a) any annexation pursuant hereto shall be made prior to the expiration of five years from the date of recordation of this Declaration; and (b) a Declaration of Annexation shall be recorded by Declarant covering any property so annexed. Said Declaration shall incorporate this Declaration by reference and may contain such complimentary additions and modifications of the covenants and restrictions contained in this Declaration as may be necessary to reflect the different character, if any, of the added property, so long as the same shall not be inconsistent with the scheme of this Declaration. IN WITNESS WHEREOF, the undersigned, being the Declarant herein, has executed this Declaration this day of , 1990. W.R.S. AND ASSOCIATES, INC. By WILLIAM R. SMITH President ROY H. NYHOLM MARIE E. NYHOLM WESLEY B. ANDERSON ALICE M. ANDERSON HAROLD G. ANDERSON, JR. BY WESLEY B. ANDERSON, HIS ATTORNEY -IN- FACT -14- STATE OF WASHINGTON ) ss. County of Spokane ) On this day of , 1990, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared William R. Smith, to me known to be the President of W.R.S. and Associates, Inc., 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 he is authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year first above written. STATE OF WASHINGTON ) ss. County of Spokane ) On this day personally appeared before me Roy H. Nyholm and Marie E. Nyholm, husband and wife, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of , 1990. STATE OF WASHINGTON ) ss. County of Spokane ) On this day personally appeared before me Wesley B. Anderson and Alice'M. Anderson, husband and wife, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as - NOTARY PUBLIC in and for the State of Washington, Residing at Spokane NOTARY PUBLIC in and for the State of Washington, Residing at Spokane their free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of , 1990. -16- NOTARY PUBLIC in and for the State of Washington, Residing at Spokane STATE OF WASHINGTON ) ss. County of Spokane ) On this day of , 1990, before me personally appeared Wesley B. Anderson, to me known to be the individual who executed the foregoing instrument as Attorney -in -Fact for Harold G. Anderson, Jr., and acknowledged that he signed the same as his free and voluntary act and deed as Attorney -in -Fact for said principal for the uses and purposes therein mentioned, and on oath stated that the Power of Attorney authorizing the execution of this instrument has not been revoked and that said principal is now living and is not insane. GIVEN under my hand and official seal the day and year last above written. NOTARY PUBLIC in and for the State of Washington, Residing at Spokane I ® Inland Fc Engineering South 25 Altamont Spokane, Washington 509 535-1410 99202 TO: Spokane County Engineer DATE: January 2, 1990 N. 811 Jefferson Spokane, WA 99260 ` Fe r r ED PROJECT: Evergreen Point Summit JAN 0 2 1390 ATTENTION: Gary Nelson vCGS°E6L , Gentlemen: We are sending ( x) enclosed ( ) under separate cover copies of the following: Description Blueline Prints / / Copy of Letter / / / Original Drawing / / Contract Documents / % / / Work Authorization / A/ Report 7 No. Copies Date Description 2 12/27/89 Revised Road Plans (3 sheets) 1 Requested Action / / Information / W Review & Comments / / Distribution / 7 Written Approval 7 Signature & Return / / Remarks Please review the revised plans and storm drainage analysis for final approval. Call if you have any questions. Sincerely, INLAND PACIFIC ENGINEERING COMPANY, INC. By: 12/27/89 Revised Storm Drainage Analysis Tradsmittal 'Spokane >CountytEngineers • , Project: -evergreen point -•N. 811 Jefferson 456 -3600' - Job No.t- p -1576. .Spokane,-WA 19201 Disc :No.: File llame:,- a a2aaaaaaraaCaaaaaa2=uaa=2= ...... +' tet32 22a aaaia2aa2aaaaa 2s C2aaaa 2ata aaaaaai2a2aa sa as 2t= giiiaaaaa2aa2aa2a:aaaC2aa22saaa •TYPICAL SECTION DATA •Roadvay half width -Road Nave. Left or Right Curb Type- - Station Interval C2■ - === =2C2- 2: 13:2 ========--===== =========-==== MINIMUM 'MAXIMUM Curb -EL.. Curb -EL:: -Edge.Pave.' .. CENTER - I. SLOPE -.EDGE DIST. 1 -SLOPE EDGE DIST FRON (-4.52 4 -22 to Gutter LINE • CENTER- PAVEMENT C/L TO C/L TO PAVEMENT EDGE PVMT. froi- E /P.+.FR1N'E /P'+'SELECT= .: Top-Curb' STATION ELEVATION LINE . -ELEVATION E/P . EDGE PAVE 2 SLOPE TO CURB CURB HST) ..C11R8 Nsn .•ED,ELEV-14RADE. - T. Grade -ENTER --> 18 ENTER - -> Best- Avenue ENTER-4 L1 • TYPE 8 COUNTY . ENTER - -> 16- Jan -90- - 01:05 PM CS:- 2C222222C2222 =: 2CCCia C222C 222222CC2C2CC2C222222.• 2100.00 57.27 56.90 8.50 -4.35 0.00 9.50 .56.93 57.13-• 57.03 -3.19 • 2150.00 59.37 4.20 59.39 10.00 0.20 4.98 8.00 59.48 59.65• ..59.48 -414• ' 4.90 2200.00 60:13 1.52 60.25 .10.50 1.14 1.72 . 7.50 60.37 -60.52 60:52 - -1.92 2.08 2250.00 60.21 0.84 60.02 11.00. -1.73 0.63 7.00 60.16. - 60.30• 60:16 -4.45 - 0.72 -. . 2300.00 59.94 -0.54 .59.59 12.50 -2.80 . -0.86 5.50 - . .59.80 59.90 -4.38 -0.72 2350.000 60.E 0.22 59.76. 12.60 -2.30 0.34. . 5.40 .- 59.97 60.07.- 60.02 - -3.21- 0.44 2400.00 60.33 ' .. 0.56 .: 59.90 13.00 -3.31 0.28 5.00 60.13 60.2! .60.22 -1.86 - 0.40 2450.00 60.76- 0.86 60.33 13.00 -3.31 0.86 5.00 60.56 60.64 _ 60.60.... -3.29 0.76 2500.00 61.55 1.58 61.21 ..13.30 -2.56 1.76 4.70 61.45 .61.53 61.49 -3.28 1.78 2550.00- - 62.90 2.70 62.16. 14.50 -5.10 1.90 3.50... 62.46. 62.50. 62.48 -. - -3.25 1.98 2600.00 64.92 4.04 ERR - 124.32 18.00 -0.36 0.06 - -2.33 - 124.96 2618.88 65.26 1.80: ERR 0.00 18.00 -0.36 0.06 -2.33 0.00 2.49 ERR 0.00 18.00 -0.36 , 0.06 i -2.33 0.00 Loc, > /vAJ Gf Cuee OLv Fag- /l9,04 17. Spokane County Engineers Protect: N. 811 Jefferson 456 -3600 Job No.: Spokane, NA 99201 Disc.No.: File pace: 130=2 :41202:0 21100: 020200.22 ::0::11 ::0: = = =s :c :s :::a :sass =: :: :: : : : : :a::: :aaa ::. 220 :0 0201111 :=0n ::sa sass a:2sacaasaaca : ::0aa00as0: =2: TYPICAL SECTION DATA Roadway half width ENTER --) 20 Road Nam ENTER - -) 24th avenue Left or Right ENTER - -) RT Curb Type TYPE O COUNTY Station Interval ENTER - -) = =2atm2ceee20 =a= = == =:t=200022e:0 =222111 =00:000e teas= ea: ac= a:= caee:==a : : ::araa :la2s7se22200s0 :a:esscs MINIMUM NAIINUR Curb EL. Curb EL. Edge Pave. CENTER 1 SLOPE EDGE DIST. 1 SLOPE EDGE DIST FROM ( -4.51 ( -21 to Gutter LINE CENTER- PAVEMENT C/L TO C/L TO PAVEMENT EDGE PVNT.froa E/P • FROM E/P r SELECT- Design Top Curb STATION ELEVATION LINE ELEVATION E/P EDGE PAVE 1 SLOPE TO CURB CURB HOT) CURB 116T) ED ELEV 1 GRADE 2 Grade -rte =rite :e =:s:eeccts cans tact: ee: ac: :s:---- _ - -.... e::c ass :aaaaea:sec00 =0:22e0 =0ec+caea ====-- -.-.-2 aaeaaeaaeaaaa 600.00 72.76 72.06 14.00 -5.00 0.00 6.00 72.24 72.36 72.36 -1.89 647.00 71.85 -1.94 71.70 13.50 -1.11 -0.77 6.50 71.86 71.99 11.86 -4.50 -1.06 700.00 71.91 0.11 71.87 13.70 -0.29 0.32 6.30 72.04 72.16 72.08 -3.65 0.42 750.00 72.28 0.42 72.18 14.00 -0.71 0.47 640 72.36 72.48 72.36 -4.56 0.56 800.00 72.38 0.20 72.18 14.20 -1.41 0.00 5.80 72.37 72.48 72.48 -1.98 0.24 850.00 72.01 -0.74 71.82 14.30 -1.33 -0.72 5.70 72.02 72.12 72.02 -4.40 -0.92 900.00 70.82 -2.38 70.62 14.20 -1.41 -2.40 5.80 70.81 70:92 70.81 -4.53 -2.42 950.00 69.67 -2.30 69.77 14.20 0.70 -1.70 5.80 69.96 70 :07 69.69 -10.81 -2.24 1000.00 69.26 40.82 69.10 14.00 -1.14 -1.34 6.00 69.28 69.40' 69.28 -4.56 -0.82 1050.00 68.78 -0.96 68.62 14.40 -1.11 -0.96 5.60 68.82 68.92 68782 -4.51 -0.92 1100.00 68.36 -0.84 68.26 14.00 -0.71 -0.72 6.00 68.44 68.56 68.44 -4.56 -0.76 1150.00 67.95 -0.82 68.00 13.50 0.37 -0.52 6.50 68.16 68.29 68.19 -3.90 -0.50 1200.00 67.65 -0.60 67.63 13.50 -0.15 -0.74 6.50 67.79 67.91 67.79 -4.50 '0.80 1250.00 67.04 -1.22 66.81 13.60 -1.69 -1.64 6.40 66.97 67.10 66.97 -4.59 -1.64 d .8; -Z:36 ERR ---132652 '3." '� :45 Or22 9 OB--L33A�= 1329.85 1379.00 1200.00 1200.00 ' 26 1.!! ERR 0.00 20.00 ri es �s 2� 0.00 64.61 0�� tUtl v.vu 20.00 -0:45. O;U2 2.08 0.00 67.65 1.6 73.3u - 4.!5 --6.50 67.79 67.91 67.79 -4.50 -37.87 ERR 67.63 13.50 -0.15 ERR 6.50 67.7, 67.8167.79 -4.50 ERR .00 67.65 ERR 67.63 13,50 -0.15 ERR 6.50 67.79 67.91 67.79 -4.5 Loek7lo.) of 7Y,S. 2 i•✓[J: r 2611' Pam..04 'G CJA7g gt.EVA1T»J 16- Jan -90 12t52 PM SPOKANE COUNTY COURT HOUSE I I TO: Spokane County County Engineer Spokane County Utilities Spokane County Health District Spokane County Department of Building & Safety Fire Protection District #1 Spok a County Assessors Office Spo ane County Treasurer's Office Thank You. kc Enclosure c: Evergreen Point PUD c/o Dick Mason FROM: X ' Thomas G. Mosher, AICP, Senior Planner DATE: December 13, 1989 SUBJECT: Review of Final Plat PE- 1576 -89 COTTIIStiriler MEMORANDUM PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N. 721 JEFFERSON STREET PHONE 456-2205 SPOKANE, WASHINGTON 99260 DEC 1 41989 C,,;;■T7 Enclosed find copies of the above referenced final plat. Please review and forward any comments by December 30, 1989. If you have any questions you may contact John Pederson at 456 -2205. 11E South 25 Altamont 509 535 -1410 Inland Pacific Engineering Spokane, Washington 99202 T0: Gary Nelson, P.E. Spokane County Engineer PROJECT: The Summit at Evergreen Point ATTENTION: Gentlemen: We are sending (X) enclosed ( ) under separate cover copies of the following: Description / / Blueline Prints / / Copy of Letter /X/ Covenants / / Original Drawing / / Contract Documents / / / / Work Authorization / / Report / / No. Copies Date Description / i, 1 - l/r cx , r vai o ; m r r�'T,' .i -, riot ti4.,"2- .,, Requested Action / / Information / Review & Comments / / Written Approval / / Signature & Return Remarks Trao ismittal DATE: February 5, 1990 e 19 ; tnt [� �i� ; FA* FEB 0 5 1990 `rf.W. a Criti i ,..,:r EE / / Distribution // Please review as soon as possible so we may finalize plat drainage language. Sincerely, INLAND PACIFIC ENGINEERING COMPANY, INC. By: /I: 6 � S P O K A N E TO: Land Develop m FROM: James Legat {( DATE: May 12, 1992 SUBJECT: The Summit at Evergreen Point N. 811 Jefferson C O LJ N - I - • A DIVISION OF THE PUBLIC WORKS DEPARTMENT UTILITIES DEPARTMENT William R. Dobratz, P.E., Director Dennis M. Scott, P.E., Director MEMORANDUM Certificate Number 1167 - 416468 dated March 5, 1990, in the amount of $49,000 was to secure roadway construction ($29,000) and sewer construction ($20,000) for the subject development. This is to authorize the release of the sewer portion remaining, i.e. $12,500, as the one year warranty period from the date that the sewer construction was accepted (3- 27 -91( by the Spokane County Utilities Department has expired. Spokane, WA 99260 - 0180 (509) 456 -3604 FAX (509) 456 -4715 c: \wpdoc \dave \memo \items OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: TOM MAKE FROM: DAVE BERTO DATE: April 17, 1992 SUBJECT: BOND ITEMS P1576 THE SUMMIT AT EVERGREEN POINT 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 sod for the "208" Swales. 2) Bond has been reduced to $12,500.00 for sewers. S P O K A N E UTILITIES DEPARTMENT TO: Jerry Simms It FROM: James Legat SUBJECT: The Summit at Evergreen Point N. 811 Jefferson C o U N T v • A DIVISION OF THE PUBLIC WORKS DEPARTMENT William R. Dobratz, P.E., Director Dennis M. Scott, P.E , Director MEMO Spokane, WA 99260 - 0180 Feb 7, 1991 Certificate Number 1167- 416468 dated March 5, 1990, in the amount of $49,000 was to secure roadway construction ($29,000) and sewer construction ($20,000) for the subject development. This is to authorize the reduction of the sewer portion from $20,000 to $12,500 and is to remain in effect for a one year warranty period from the date that the sewer construction is accepted by the Spokane County Utilities Department. (509) 456 -3604 FAX (509) 456 -4715 OFFI OF T COUN ENGI TO: Tom Yake FROM: Jerry Sims cc: Ross Kelley SPOKANE COUNTY, WASHINGTON SUBJECT: The Summit at Evergreen Paint P1576 We have received a request`Trom 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. gofr DATE: September 16. 1991 s ) �J (\A L4 OFFICE of TI IE COUNTY ENGINEER • US Bank Valley Financial Center E 9208 Sprague Spokane, WA. 99206 Dear Sir or Madam: S P O K A N E �• -, . "y�:r C 0 lJ N T v Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director RE: The Sumit at Evergreen Point PE 1576 A DIVISION Or TI Ili PUBLIC WORKS DEPARTMENT December 9, 1991 Please be advised that the passbook savings account No. 1167 - 4164681 issued by your company as surety for sewers, roads and associated drainage facilities for the above mentioned project, in the current amount of $16,600.00 may now be reduced to $12,500.00. If you have any questions, feel free to call our office. cc: WRS & Associates N 811 JeEEetson Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer Je rr y Si s Plat Inspector Spokane, INA 00 260 -OI80 150 °i -156 -3000 PAN 150 45o - -1715 S 1> O 1< A N E OFFICE OF TIIE COUNTY ENGINEER • US Bank Valley Financial Center E 9208 Sprague Spokane, WA. 99206 RE: The Summit at Evergreen Point PE 1576 Dear Sir or Madam: cc: W.R.S. and Associates, Inc. N 81l Jeflerson C 0 U N T l' A DIVISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E, Director February 7, 1991 Please be advised that the passbook savings account No. 1167 - 416468 issued by your company as security for roadway improvements and sewers in the above mentioned subdivision, in the current amount of S24,100.00 may be now be reduced to $16,600.00. If you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer ,L " � ;ferry Sims Plat Inspector Spokane, VYA 00 2n0-0140 150 15o -3000 1 AX (50 -15o -1715 S P 0 IC A N4 IE OFFICE OP THE COUNTY ENGINEER Ronald C. Horrnann, P.E, County Engineer US Bank Valley Financial Center E 9208 Sprague Spokane, WA. 99206 Dear Sir or Madam: cc: W.R.S. and Associates, Inc. N 311 It•ffc„un r RE: The Summit at Evergreen Point PE 1576 C O U N T V A DIVISION OF THE PUIII.IC WORKS DEPARTMENT Dennis M. Scott, P.E., Director October 4, 1990 Please be advised that the savings certificate No. 1167- 416468 issued by your company for roadway improvements and sewers in the above mentioned subdivision, in the current amount of S49,000.00 may be now be reduced to S24,100.00. If you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer .Perry Sims Plat Inspector Spokane, kVA 00 _00 -01 S0 50 45 -?1 FAX (50 450—17 I 3 PROJECT EVERGREEN POINT SUMMIT 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) CLEAN OUT STORM LINE ON 24TH 2) INSTALL SPLASH PAD IN POND 24th 3) 4) 5) 6) 16) Monuments 17) Barricade 18) Street Signs BOND ESTIMATE 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) INSTALL "ROAD NARROW" SIGN ON BEST 2) REPAIR CURB, GUTTER, SIDEWALK STA 10 +33 3) REPAIR & RESET SPEED SIGN BEST & 24th 4) R &R 17' CURB & GUTTER BEST RD NAME J SIMS UNITS EA EA EA EA EA CY EA LF LF LF LF EA EA CY SF LS LS DRAINAGE SUBTOTAL EA LF EA OTHER SUBTOTAL CY CY CY Tons LF LF LF SQ YD LS LS LS LF GRADING AND SURFACING 4,066.50 OLIO n o / bob --e-64-1414 tot2 GRAND TOTAL QUANITY PRICE 1250.00 1465.00 325.00 330.00 320.00 14.70 575.00 18.00 24.60 29.00 24.00 1435.00 300.00 110 8.65 3000 0.50 1 200.00 1 300.00 140.00 32.00 1 75.00 DATE 03- Oct -90 8.65 10.60 10.60 42.65 6.00 7.90 6.90 14.75 1 200.00 1 300.00 1 200.00 17 20.00 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 0.00 951.50 1500.00 200.00 300.00 0.00 0.00 0.00 0.00 2951.50 0.00 0.00 75.00 75.00 0. 00 0.00 0. 00 0. 00 0. 00 0. 00 0. 00 0. 00 200.00 300.00 200.00 340.00 1040.00 O FFICE OF THE COUNTY EIV S I N E E SPOKANE COUNTY, WASHINGTON TO: Tom Yake n FROM: Jerry Sims Yd SUBJECT: Evergreen Point Summit PE 1576 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. LL.. Kass keU Alicau 0Cr 1 1990 sew, 4 9 90 DATE: July 24, 1990 P • late 71/ 1 Inspector Sfronks Weather a.m. Time Charged Contractor this Day - 1 /2 or 1 Other County Personnel Contractor Personnel Classification 1 2 3 4 5 6 —7 °"Diary Section ITEM NO. Signing checked -Crawly- DESCRIPTION IWO' INSPECTION REPORT OFFICE OF THE SPOKANE COUNTY ENGINEER 01" RPSI Rrl. a m. pm 1 2 3 4 5 6 p.m. Equipment List A • - vv 1 . _ r1j., -I-1.e v ?ire) e1# .542( /0+1i r 5 Ir eu /r) • zoV ' nrP �r'F r 'S Q 4'- y r S)e nr' arsl RA pear fvr TPr5rr ,kin ' an 0,417 GT. ?tin 4 S ,Lprtrl l; n e Z)/ S" /04 or, ?H )C T S6l/ 2. Z / XH rr Cornrre -P cp/esh [)a2r1 in. r1 )rje rrind ?7 5tri 10 *SO nn 7 -'1t1, r-7{' PvlC( of Srnri.n /;Ne. Clem^ 0 ,A rie Y, r; S +rntY1 M• 1 • LOCATION UNITS , INSPECTOR'S SIGNATURE Pg. / of Z Project Name gv- rnc5 Pk. Sufroynik Project No. CRP /RID Report No Contractor and /or Sub(s) .Zthrn A Thath• Hrs. Used Standby Number QTY. QTY. TO DATE INT. 7f pc *&Y INSPECTION REPORT Pg 2 - of Z. OFFICE OF THE SPOKANE COUNTY ENGINEER )atP 7////90 Inspector Weather a.m. Time Charged Contractor this Day - 1 /2 or 1 Other County Personnel Contractor Personnel Classification 1 2 3 4 5 6 Diary Section 11) [ ha 1e. 9B-1 yte. 4.5 rnp.- r 1-,P-Lure_e:-� ( 1r.Jj • "-re 4-7)1 from 1✓ie Aa7 kik 5 r S zn " . C /e Zikn Omit riebr" -- Frprn M N. I24 Ma et 1,919 9A I nerds yno hP C IA nn nu4- rlrl,r -Crn ,n M. N n errls mnr'L71r A v er�c.1- rrJj. r1nc Dnrl meta) n) M,,nl1rLIP 9 - A 1n1P5. m )) // / /9) M�7ni-,n1P 9 A�I US � <n r�PS) e. Ie / ?In mor>` a( Zf l7 LJteV' e 7r.1` 7 77s-, ! tr9 'F,7 1 £lr nle . el nl.ik riebri5 - rn.v, I .511 T.r4 St( /f IY71 /P_✓�5 -Fo r he MCI- 90" TJn t4/. 1s) Mani, J c P. 8 Al;,,tj +O dews; Y C f/ ,c)nr/ rripr� it hP L,.7£21n Pr7(, ITEM NO. Signing checked DESCRIPTION am pm 1 2 3 4 5 6 p.m. firM 44 LOCATION Project Name rye en Project No. CRP /RID Report No Contractor and/or Sub(s) Xn/z Pt SL1»1n7 /r •• Equipment List Hrs. Used Standby Number r i n j_unu t� • • - • • INSPECTOR'S SIGNATURE / UNITS QTY. QTY. TO DATE INT. me. ea • • late 71/1 / Inspector s{rn.,ks Weather a.m. Time Charged Contractor this Day - 1 /2 or 1 Other County Personnel Contractor Personnel Classification 1 2 3 4 5 6 Diary Section ITEM NO. Signing checked zd7A 1/5E tV INSPECTION REPORT OFFICE OF THE SPOKANE COUNTY ENGINEER 1 2 3 4 5 6 s O v, R' S L" 12,4 am pm p.m. Equipment List INSPECTOR'S SIGNATURE rg _ of Z /' /S l Pt. Sb or) nrF Project Name Evenr rr en Project No. CRP /RID Report No Contractor a and/or Sub(s) Lo51,bauy1 / Fig/er l an A T /1L • Hrs. Used Standby Number lr1Ik1 51 rnhrl via rraw Fri- 5hD 71 +.5`/ l Itsti zl±7 3) RPYI ; r r'A;pc in C ,nrI7 /rj,.�t 4 .ev T)nc1 1 F „5 //74-3-1 Y n� 5;cif' We,/ L i) RP y 1a; Y -- 7 41 et raS ?t' C t°Cr/ Si - j v, r7 i n 3r5F 12 1 n r r lvrz / v r5r In 5 C I Pnnn eti t t ., ,,,..t 5 o,, / line Z Ski /n*50 nn ? H i7) rnsh // a " Z H" C/'lnrrete Spies) . rJ iv, ric)irt7'r pnnr( i 517Th Inrsn n,., 2`/171, Elf nnr( of S line . 7) S )1 c1K, 7rr/ Seer' rlrr�{v, fxn S 'lk 5 /rOtaS nn &_q± T�a,T` / S 1 23 4 rtv, J'Se.si 4.1 o 4 n r(niri . S-Z-cp s/ 7h Dpfrnrl, Po Z.'1 4vL_ 9) F/t s_k a n l rlPan oqL all sc,n /er line,_ /0) Manhole__ 9 titter/ mnr)-nr he,- E.,Pe. P. (Da.) art , 5 1-7r>,P. l & ri✓, and m r& ( -fra . Clenn n, -1: rle A r i5 -Prow, 141-1. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. )ate 7/1 Inspector Weather a.m. Time Charged Contractor this Day - 1 /2 or 1 Other County Personnel Contractor Personnel Classification 1 2 3 4 5 6 Diary Section 1'i) /47-1 njoie ITEM NO. Signing checked 11) Man e_ 913 -I V)P.P S rno r l7P —L4/ e-in e /id■ �r r in DESCRIPTION Fyne/, h5t 'Mae, INSPECTION REPORT OFFICE OF THE SPOKANE COUNTY ENGINEER (I 7■ rlLJJ dr'Lr?c Vr . e. C /PCB, QL c/ 41r'''3 Frpwt M. H. r n i 1 P.L hn)a_5. m 9 Ada 4n rles) e. ' e ,/ 11 Ind ?v,o nrrn r he ,.Jf.Pvs Cr:' � rlj r; ?mid roe 1 -Pram e . C /Pratt 0Idck rlrl1r /5 .ern„-, )4. H. .5 I hZflQ_ s;�)9 n i r -Fn ) -L tr 9o - P/ i. Is) Pr�r�nk 8 Ad ,A + c ie5; »Inr l )1aL ,.> .ee,n zzi r rjoly_i_S rn4z H, am pm 1 2 3 4 5 6 p.m. Cleak, OnnI 491bri5 - grew) A LOCATION rnnn M -H_ Project Name cjre en Project No. CRP /RID Report No. Contractor and/or Sub (s) lnsh6� „ r,`Sivr .InIL>v�r.� A4 l {s r Equipment List Hrs. Used UNITS INSPECTOR'S SIGNATURE Pg 2 _ of Z_ PL 5,., wp l k Number Standby QTY. QTY. TO DATE INT. me. S P O 1G A N E UTILITIES DEPARTMENT • A DIVISION OF THE PUBLIC WORKS DEPARTMENT W�Ibam R Dobratz, P.E, Director Dennis M. Scott, P.E., Director N. 811 Jefferson MEMORANDUM Spokane, WA 99260 - 0180 C O U N T Y TO: Land Developme t FROM: James Legat DATE: May 12, 1992 SUBJECT: The Summit at Evergreen Point iS 1577( Certificate Number 1167 - 416468 dated March 5, 1990, in the amount of $49,000 was to secure roadway construction ($29,000) and sewer construction ($20,000) for the subject development. This is to authorize the release of the sewer portion remaining, i.e. $12,500, as the one year warranty period from the date that the sewer construction was accepted (3- 27 -91( by the Spokane County Utilities Department has expired. fF N p y (S 1cxi tvC G A N b �C ✓ttiO V G I' cf o on o u Ev J Pt L 6 (509) 456 -3604 FAX (509) 456 -4715 For security purposes only, Developer. W.R.S. and Associates, Inc.. hereby assigns to Spokane County, a municipal corporation, the following: Savings Certificate Number //67— 11/ �p 1/6pcf in the face amount of 49,000.00 and held in and by the U.S. Bank of Washington Bank of Spokane , Washington Valley Financial Center Branch This assignment is made as security for the full and faithful performance by Developer, W.R.S. and Associates, Inc., of the construction of certain roads, monuments and drainage facilities in The Summit at Everaeen Point as specified in the typical section and roadway improvement specifications for said subdivision, dated ** z / 9 , Hff, pand on file in the Office of the County Engineer. Any interest benefits accruing under said savings certificate shall remain the property of Developer, W.R.S. and Associates. Inc. Said savings certificate to be released to Developer, W.R.S. and Associates, Inc., or any other party only with the prior written consent and agreement of Spokane County. PROVIDED, FURTHER, the undersigned does hereby authorize U.S. Bank of Washington 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, Developer, W R S and Ac4Mia +ac Tnr „ hereby authorizes u.S. Ranlc nf Washingtnn to release to Spokane County that amount of money requested up to the maximum amount in the savings certificate. DATED this 3 — day of March , 19tLa0 * *and sewer improvement specifications for said subdivision dated a Pq , and on file in the office of the Spokane Co ty/UtYlities Department. BA nf WaRhinr3tnn DATED this 5th day of STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss A S S I G N M E N T March On this day personally before me Bruce K Green & Kathy Kroske , to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that g signed the same as \ 7&UAj free and volun- tary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 9 _)�'/ day of March , lA \ Notary Public, n and f the State of Washington, residing at Spokane, Washington. 5SANK U.S. Bank of Washington, N.A. MEMBER FDIC A U.S. Bancorp Company VALLEY FINANCIAL CENTER EAST 9200 SPRAGUE AVENUE SPOKANE. WASHINGTON 99206 -3660 Spokane Valley Branch March 5, 1990 Date The undersigned contractor, WRS & ASSOCIATES. INC_ deposits for storage in the U.S. Bank of Washington BUSINESS MONEY MARKET , account # 1167- 41646R Spokane The amount of $ 49.000.00 is assigned to elumuommwansi& alahreidan for Contractor's Bond. Copy of Assignment of Funds filed with State of Washington is attached. . Ba i, : ,/ Wa 4 s e yton Contractor PROJECT Evergreen Point Summit NON STANDARD DRAINAGE ITEMS NON - STANDARD ROAD ITEMS BOND ESTIMATE DRAINAGE ITEMS UNITS QUANITY PRICE COST 1) Drywell - Type A EA 1250.00 0.00 2) Drywell - Type B EA 2 1450.00 2900.00 3) Grate - Type 1 EA 310.00 0.00 4) Grate Type 2 EA 1 330.00 330.00 5) Grate - Type 3 EA 2 320.00 640.00 6) Backfill For DW CY 80 11.25 900.00 7) Concrete Inlet EA 1 575.00 575.00 8) C.M. Pipe 8" Dia. LF 42 12.00 504.00 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 110 8.50 935.00 15) Sod SF 3000 0.50 1500.00 GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 20) Top Course CY 21) Base Course CY 22) Asphalt Concrete Tons 23) Curb Type A LF 24) Curb Type B LF 25) Curb Type R LF 26) Sidewalk SQ YD NAME J Sims DATE 29- Jan -90 1) 0.00 2) 0.00 3) 0.00 4) 0.00 5) 0.00 6) 0.00 DRAINAGE SUBTOTAL 8284.00 16) Monuments EA 140.00 0.00 17) Barricade LF 32.00 0.00 18) Street Signs EA 75.00 0.00 OTHER SUBTOTAL 0.00 273.5 136.7 93.4 1073.7 373.2 1) 0.00 2) 0.00 3) 0.00 4) 0.00 GRADING AND SURFACING 20357.84 ;y1Q r29 0 0 GRAND TOTAL 8.50 2324.75 10.60 1449.02 10.60 0.00 40.00 3736.00 5.60 0.00 7.10 7623.27 6.50 0.00 14.00 5224.80 28641.84 PROJECT NO.- PE1576 DESIGNER- J SIMS PROJECT DESCRIPTION- Evergreen Point Summit STREET # 1 NAME- 24TH AVE BEGINN ONE SIDE ONLY INTER # 1 T TERM # 1 : CROSS TERM # 2 TAPER ITEM SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE B TOTALS ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE B SIDEWALK STREET QUANTITIES DATE- 1/29/90 LENGTH- 634.51 FT. WIDTH- 6.00 FT. ING STATION = 695.30 ENDING STATION = 1329.81 PWIDTH= 20.00 EWIDTH= 14.00 QWIDTH= 0.00 INCLUDED ISWIDTH = 40.00 SK = 0.00 RAD = 20.00 STREET INCLUDED EW 12.00 PW 18.00 SK 0.00 RAD 20.00 TAPER LENGTH = 30.00 SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE 8 EXISTING SIDEWALK EXISTING MEASUREMENT 4516.74 S.F. 1.00 FT. 0.50 FT. 0.00 FT. 0.17 FT. 0.00 FT. 0.00 S.Y. STREET # 2 NAME- BEST ROAD LENGTH- 462.93 FT. BEGINNING STATION = 2153.95 ENDING ONE SIDE ONLY PWIDTH= 18.00 EWIDTH= 12.00 TERM # 1 : CROSS STREET EXCLUDED EW 14.00 PW 20 TERM # 2 : TAPER TAPER LENGTH = 30.00 ITEM MEASUREMENT 2867.58 S.F. 1.00 FT. 0.50 FT. 0.00 FT. 0.17 FT. EXISTING 0.00 FT. PROPOSED PROPOSED QUANTITY 167.3 C.Y. 83.6 C.Y. 0.0 C.Y. 57.2 TONS 610.8 FT. 373.2 S.V. WIDTH- 6.00 FT. STATION = 2616.88 QWIDTH= 0.00 .00 SK 0.00 RAD 20.00 QUANTITY 106.2 C.Y. 53.1 C.Y. 0.0 C.Y. 36.3 TONS PROPOSED 462.9 FT. 273.5 C.Y. 136.7 C.Y. 0.0 C.Y. 93.4 TONS 1073.7 FT. 373.2 S.Y. TO: MATERIALS LABORATORY • Par, /Ai /6 - Please furnish Stahl lometer R values For the soils on the following project: (1 County Road Name(s)_ -_Zf't J RIDT CRP /PLAT No. i2L /A% - ROAD NAME 7 41,- AJCl Drainage - Percolation greater than72 " /hr. yes _ No Est. Act. Remarks* Drilling request_ * Please note any unusual characteristics of soils and /or topography. Are the soils suit- able for the use of drywells? Are there any unusual drainage considerations? ROAD NAME test FUNCTIONAL CLASS SPOKANE COUNTY ENGINEER'S OFF ICE. Iyplc.rl Cross section I) cerrnlnat inn actual / i J I ________ (See attached section man) R VALUES LOCATION FOR OFFICE USE ONLY FUNCTIONAL CLASS TRAFFIC INDEX TRAFFIC INDEX ** Major Arterial 7 Secondary Arterial 6 Collector Arterial 5 Access Road 5 Private Rnnd 4 Those are guideline traffic indexes only. Traffic data 'n »-c(fi''. b the project are necessary to calculate individual traffic index.-¢. South 25 Altamont 509 535 -1410 TO: S7oKAr3e Cbuw ENGINEER. PROJECT: ;;VER6,12EEM T0114r Smut cr ATTENTION: 6-..1100Z4 IJELSorJ Gentlemen: We are sending (/enclosed ( ) under separate cover copies of the following: Description / / Blueline Prints / / Copy of Letter / / Original Drawing / / Contract Documents / / Work Authorization / / Report No. Copies Requested Action / / Information / / Review & Comments / / Distribution / / Written Approval / / Signature & Return / / Remarks PLEASr-- ssrA2'i' rFir PRoCC -SS eOIU So 7 w wl A 4 "PRce VJ tri4 '11-kE VRU_\ . PLEASE A-LL IF ol.l IMO alv• &U ES . Sincerely, Inland Pacific Engineering Spokane, Washington 99202 Date Descri ion ' l.„.S * 0/ L INLAND PACIFIC ENGINEERING COMPANY, INC. By: SS-W 5JtEVEKI P. Sol -er4S Ira, ismittal DATE: Iz Iz.7Ieq 6 t' , Iw;1 i 0 • DEC 2 7 1989 Si OrtfiziE CGIJ(41Y ENGINEER bESIau 1■•AI10.TIt,■ 2EouEST // // Gv� /_) -5 LEGAL DESCRIPTION Final PUD Plat of THE SUMMIT AT EVERGREEN POINT Revised November 16. 1989 A portion of Tract 211 of VERA, per final plat thereof recorded in Volume "0" of Plats, page 30. described as follows: Beginning at the northeast corner of said Tract 211; thence S.00 °43'28 "W. along the east line of said Tract, beino also the westerly margin of Best Road. a distance of 435.00 feet: thence N.89 °03'47 "W. parallel with the north line of said Tract a distance of,637.81 feet; thence N °43'28 "E. parallel with said east line a distance of 435.00 feet to the north line of said Tract, being also the southerly margin of 24th Avenue; thence S.89 °03'47 "E. alone said north line a distance of 637.81 feet to the point of beginning Situate in the County of Spokane, Stateoflashinoton INLAND PACIFIC ENGINEERING CO., INC. South 25 Altamont Street November 21, 1989 Mr. Jerry Sims Spokane County Engineer's Office North 811 Jefferson Spokane, Washington 99260 Spokane, Washington 99202 (509) 535 -1410 RE: THE SUMMIT AT EVERGREEN POINT - PE 1576 -89 Dear Jerry: Enclosed please find two copies of the final draft of the final long plat referenced above. Please review for final approval. The enclosed check for $100 is the plat check fee. Also enclosed is the signed Agreement to Pay Fees. Enclosed also is a copy of the plat certificate. An updated plat certificate has been ordered with the revised legal description. Please call if you have any questions. Thank you. Sincerely, INLAND PACIFIC ENGINEERING CO. Eric W. Calkins EWC /bis Enc. Engineering • Planning • Surveying • Environmental Analysis DECLARATION OF COVENANT: DECLARATION OF COVENANT REQUIRING PRIVATE CONSTRUCTION AND MAINTENANCE OF APPROVED PRIVATE ROAD, AND DEDICATION TO THE COUNTY WHEN REQUIRED In consideration of the approval by Spokane County of THE SUMMIT AT EVERGREEN POINT (hereinafter referred to as the "Development "). the undersigned covenants and agree=_ that: 1) A lot is served by a private road when: (a) the only road frontage for the lot in the Development is on the private road; or (b) a lot having frontage on more than one road (public_ or private) constructs an approach to the private road. (2) The owner(s) of any lot created by the Development or alteration thereof and served by a.prdvate —r-oad shall be responsible for financing the' construction and maintenance of said private road. (3) The road shall be improved consistent with Spokane County standards for private roads.,, (4) Maintenance methods, standards and financing shall be in a manner determined by the owners of the majority of lots served by such private road; (5) In the event such private road is improved to Spokane County standards for public streets and the County is willing to accept the dedication of such road., each lot owner shall execute any documents necessary to accomplish such dedication. (6) Owners of lots within the Development who are served by such road, may sue and recover damages and attorneys' fees from any owner of any lot within the Development which is similarly served who refuses to participate in the road construction, financing, and maintenance. (7) WARNING: Spokane County has no responsibility to build, improve, or maintain or otherwise service the private roads contained within or providing service to the property described in this Development. By accepting this development or subsequently by allowing a building permit to be issued for property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide, drainage or snow removal on a private road. 1nts y_a e vv�eQl$ f ■57 (0-81 IL; Ue Rs-e4 Poivff 1?U l7 c — z( - gq 1,_ R(C.trActo\ MASON 5 2 ILt ��Ues�ton? Q kaAn `tq eo\lait LU(lic.k (ZL��XCG (-.o l U wa- lm s itu( �Q w? C 1 _ S ary c7 o r (( SUt^IT — _a 70 1__5 (.i_� L . — Discussed d FROM ANGLE DIST NORTH EAST TO Plat Boundary PE1576 12/05/89 AUTO INVERSE * * * ** START 1 INV N 0 43 28.0 E INV S 89 03 47.0 E 3 INV S 0 43 28.0 W 4 INV N 89 03 47.0 W 435. 0000 637. 81 00 435. 0000 637.8100 Area = 277445.44 sq ft ANGLE DIST NO CLOSURE ERROR FROM Block sideline AUTO INVERSE * * * ** START 1 INV N 0 43 :28.0 E RADIAL N 89 16 32.0 W DELTA 90 12 46.0 RT RADIUS 20.0000 TAN 20.0744 L -ARC 31.4902 RADIAL N 0 56 14.0 E RP 6 CHORD N 45 49 51.0 E 28.3367 TAN @PT S 89 03 46.0 E 8 INV S 89 03 47.0 E RADIAL N 0 56 13.0 E DELTA 89 47 14.0 RT RADIUS 20.0000 TAN 19. 9259 L -ARc: 31.3417 RADIAL S 89 16 33.0 E RP 9 CHORD S 44 10 10.0 E 28. 2317 TAN@PT S 0 43 27.0 W 414.9300 587.8100 1000.00000 1434. '6523 1424. 53574 989. 57051 1000. 00000 1000.00000 6.36927 ac NORTH 1000. 00000 1414.89683 1414.64396 1434.64129 1425.02939 )2939 1405.03207 1404.77929 1000.00000 1005.49997 1643. 22469 1637.72472 1 000. 00000 1000.00000 1000.00000 1 005. 24621 1025.24461 1025.57175 1613.3 316 1612.97612 1632.97452 LAT & DEP - 0.00844 - 0.00048 13 HC:LOSE S 3 14 45.2 W 0.0085 1000.00000 1000.00000 PREC = 1 TO 249302 Area = 272921.35 sq ft 6.26541 ac 1 3 4 5 1 EAST TO 1 6 7 8 9 10 11 11 INV S 0 43 28.0 W 415.0700 989.74247 1627.72654 12 12 INV N 89 03 47.0 W 627.8100 1000.00844 1000.00048 13 1 tort (jjf_ 4 , ' m pier mot. Orn SPOKANE COUNTY couaT HOUSE PUBLIC WORKS DEPARTMENT OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER . SPOKANE, WASHINGTON 99260 -0170 PRIORITY FEE AGREEMENT, Agreement Number P /5 V7 QQ This agreement between Spokane County and $ 1 ' $m7 whose interest in the project is 50 this /7 day of A/O✓en/Av./ , 19 FC9 applicable to the project known as: t The • : Seim/ni / At 6v2rg ree.n J"n That the individuals and parties named herein as having an interest in the above described property or project agree to the following: = 1 They recuest•that priority review be given.to their project. 2... They agree to reimburse Spokane, County for project review fees . as specified in Board of County Commissioner's Resolution 80- 1592 attachment C, as 'amended. The fees will be based on.. overtime costs incurred by Spokane County for project:reviews plus a ten percent administrative charge, and will be billed monthly as accrued. • 3. The undersigned agrees that these fees are due and'payable upon receipt of the billing as specified above. The monthly billing should be sent to the attention of: W,PS t 455oc 4fes 1hc. !!o, /3o A /4'08 /' Spo/Can0 t4.44. • J q<72../ - 92.42- 0777 Or 422 -07n— - I understand that failure to pay these fees may result in ' delay in completion sanctions'.. approval of the project or other possible Public Works Building / North 811 Jeffers ::'_ .r• -r Spokane, Wash: - -1 , is entered into . This agreement i s 9260-0170 (509) 456-3600 Y� j ai•. ..' - - . _.. r^. r 7 X573:' v tE SPOKANC C01.'NTV COURT HOUSE i • t PUBLIC WORKS DEPARTMENT By- OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 AG R E E M E N T T O E AY FEE S Agreement Number P /.s G This agreement between Spokane County and /,7i`/ $m i/ whose interest in the project is S/�ffoK r , is entered into this /'7"' day of /VOVemGv,- , 19 £19 . This agreement is applicable to the.project known as: The 5Grvslimr7`- at z ker5rcen Pont That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. Reimburse Spokane County for project review and inspection fees as specified in Board of County Commissioner's Resolution 80 -1592 attachment C, as amended. The fees will be based on actual salary costs incurred by Spokane County for project reviews and / or inspections plus a ten percent administrative charge, and will be billed monthly as accrued. 2. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified above. The monthly billing should be sent to the attention of - : PV 4 4.scia/es /nc .0.0, 45oX 1908 'c.potanQ L✓fl / / 992 /V 92& -6777 o r Gl —0782 - I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260 -0170 (509) 456 - 3600 I ® Inland Engineering South 25 Altamont Spokane, Washington 509 535 -1410 99202 TO: Jerry Sims Spokane County Engineer's Office Tra1isFh tta DATE: 11/28/89 4/0 4,464 0 8 ,9 PROJECT: THE SUMMIT AT EVERGREEN POINT (P.U.D.) PE- 1576 -89 ATTENTION: Jerry Sims Gentlemen: We are sending ( )9 enclosed ( ) under separate cover copies of the following: Description / / Blueline Prints / / Copy of Letter _mat- Certi-f-i-cat€ / / Original Drawing / / Contract Documents / / / / Work Authorization / / Report / / No. Copies Date Description 1 Updated Plat Certificate Requested Action fj Information / / Review & Comments / / Distribution / 7 Written Approval / / Signature & Return / / Remarks Sincerely, INLAND PACIFIC ENGINEERING COMPANY INC. B E�h 1 I NOV 2 81989 r y TRANSAMERICA TITLE INSURANCE COMPANY Ncrth 720 Argonne Spokane, Washington 99212 Prepared For: Order No.: VH- 147946M WRS & Assoc. Certificate for Filing Proposed: P.O. Box 14084 THE SUMMIT AT EVERGREEN POINT P.U.D. Spokane, WA 99214 cc: Inland Pacific Eng. cc: Spokane County Planning Charge: $125.00 cc: Spokane County Engineering Tax: 9.75 re: Evergreen Summit PUD, PE 1576 -89 Total: $134.75 PLAT CERTIFICATE (SECOND REPORT) Effective Date: November 13, 1989 at 8:00 a.m. 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 paid for this certificate. From such examinatiorn;_the company hereby certifies the title , . to the following described land, Yn =.sa� yy-,}y.c id Spokane County, to wit: A portion of Tract 211 of VERA, as per plat thereof recorded in Volume "0" of Plats, page 30, described as follows: VESTED IN: BEGINNING at the Northeast corner of said Tract 211; thence South 00 °43'28" West, along the East line of said Tract, being also the Westerly margin of Best Road, a distance of 435.00 feet; thence North 89 °03'47" West parallel with the North line of said Tract a distance of 637.81 feet; thence North 00 °43'28" East parallel with said East line a distance of 435.00 feet to the North line of said Tract, being also the Southerly margin of 24th Avenue; thence South 89 °03'47" East along said North line a distance of 637.81 feet to the point of beginning; Situate in the County of Spokane, State of Washington. ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife, as to an undivided 1/3 interest; WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife, as to an undivided 1/3 interest; and HAROLD G. ANDERSON, JR., individually, as to an undivided 1/3 interest. (continued) EXCEPTIONS: 1. 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 26543 -0205 1989 $1589.88 Affects this and other property NOTE: Future Tax Account No(s).: 45263.0205 NOTE: 1989 assessed valuation: Land $89,600.00 2. Any unpaid assessments or charges, and liability for further assessments or charges by Vera Irrigation District No. 15. 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: DATED: RECORDED: RECORDING NO.: REGARDING: Order No. VH- 147946M Page No. 2 SECOND CERTIFICATE TO PLAT (continued) $794.94 $794.94 Vera Electric Water Contract, a corporation D.K. McDonald,rA.C'fNkamison, Andrew Good and Vera Company, a corporation April 25, 1908 April 25, 1908, Book of Contracts, page .292 200528 Providing for construction of ditches, flumes, pipelines, etc., with right of ingress and egress to maintain said flumes, pipes, etc.; and providing for lien for unpaid charges for such service. 4. Reservations contained in deed recorded under Recording No. 624941B, as follows: The Grantor reserves the right to construct, repair and maintain over and across said premises any ditches, flumes, pipe lines and electric lines, now existing or hereafter required by the Grantor, for district service, and the Grantor reserves an easement and necessary rights of way thereon and therein for said purposes; and the Grantor further reserves the right to make reasonable rules and regulations regarr4ing district service to and for said premises or any part or parts thereof and to levy assessments and tolls against the same or any part thereof for anv and all district purposes. 5. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: NOTE 1: POWER OF ATTORNEY: NOTE 2: POWER OF ATTORNEY: NOTE 3: POWER OF ATTORNEY: Order No. VH- 147946M Page No. 3 SECOND CERTIFICATE TO PLAT Spokane County Vera Irrigation District No. 15 September 13, 1988 September 21, 1988 8809210089 Waste water disposal system PRINCIPAL: H.G. Anderson, Jr., a single man, aka Harold G. Anderson, Jr. ATTORNEY IN FACT: Marie E. Nyholm or Roy H. Nyholm RECORDED: March 17, 1987 RECORDING NO.: :;* - 8703170179 Said instrument is sufficient in form to authorize execution of a conveyance of the property herein described. PRINCIPAL: Roy H. Nyholm and Marie E. Nyholm, husband and wife ATTORNEY IN FACT: Wesley B. Anderson or Alice M. Anderson RECORDED: May 16, 1988 RECORDING NO.: 8805160223 Said instrument is sufficient in form to authorize execution of a conveyance of the property herein described. PRINCIPAL: Wesley B. Anderson and Alice M. Anderson, husband and wife ATTORNEY IN FACT: Marie E. Nyholm or Roy H. Nyholm RECORDED: May 15, 1988 RECORDING NO.: 8805160224 Said instrument is sufficient in form to authorize execution of a conveyance of the property herein described. (continued) t d NOTE 4: Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458 -2538. In order to make payment, account number is necessary. ENCLOSURES: Plat map pds TRANSAMERICA TITLE INSURANCE COMPANY By „!"- CL� Order No.VH- 147946M Page No. 4 SECOND CERTIFICATE TO PLAT For Service on this order call: (509) 922 -2222 Vickie Hager Wf J r C6,. 0 h JRANSAMERICA TITLE INSURANCE COMPANY This print Is made solely for the purp se 11 assorting In locating said premises and the company assumes n liability for variations, if any, in dimensions and location ascertained_ by.,actusl survey. 16�T F, ;-Sr Ar6 �> b 1 A r r' Arb 2 2/0 SPOKANE, WASHINGTON w E • 8i , r6EN j4'Ekg/ —FEN /c> /NT /c 22 SF_Co -i./ else, .75 aA/ / Se 9L r t , 4 224 2 2 7 [101 V-iJ ' f , -G- ti� 2 'e 0 I J Prepared For: • TRANSAMERICA TITLE INSURANCE COMPANY Ncrth 720 Argonne Spokane, Washington 99212 WRS & Assoc. P.O. Box 14084 Spokane, WA 99214 cc: Inland Pacific Eng. cc: Spokane County Planning cc: Spokane County Engineering re: Evergreen Summit PUD, PE 1576 -89 Effective Date: November 13, 1989 at 8:00 a.m. Order No.: VH- 147946M Certificate for Filing Proposed: ��CV+ THE SUMMIT AT EVERGREEN POINT P.U.D. Charge: Tax: Total: PLAT CERTIFICATE (SECOND REPORT) $125.00 9.75 $134.75 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 paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: A portion of Tract 211 of VERA, as per plat thereof recorded in Volume "0" of Plats, page 30, described as follows: VESTED IN: BEGINNING at the Northeast corner of said Tract 211; thence South 00 °43'28" West, along the East line of said Tract, being also the Westerly margin of Best Road, a distance of 435.00 feet; thence North 89 °03'47" West parallel with the North line of said Tract a distance of 637.81 feet; thence North 00 °43'28" East parallel with said East line a distance of 435.00 feet to the North line of said Tract, being also the Southerly margin of 24th Avenue; thence South 89 °03'47" East along said North line a distance of 637.81 feet to the point of beginning; Situate in the County of Spokane, State of Washington. ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife, as to an undivided 1/3 interest; WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife, as to an undivided 1/3 interest; and HAROLD G. ANDERSON, JR., individually, as to an undivided 1/3 interest. (continued) EXCEPTIONS: 26543 -0205 1989 $1589.88 Affects this and other property NOTE: Future Tax Account No(s).: 45263.0205 NOTE: 1989 assessed valuation: Land $89,600.00 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: (continued) Order No. VH- 147946M Page No. 2 SECOND CERTIFICATE TO PLAT $794.94 $794.94 1. 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 2. Any unpaid assessments or charges, and liability for further assessments or charges by Vera Irrigation District No. 15. Vera Electric Water Contract, a corporation D.K. McDonald, A.C. Jamison, Andrew Good and Vera Land Company, a corporation April 25, 1908 April 25, 1908, Book "H" of Contracts, page 292 200528 Providing for construction of ditches, flumes, pipelines, etc., with right of ingress and egress to maintain said flumes, pipes, etc.; and providing for lien for unpaid charges for such service. 4. Reservations contained in deed recorded under Recording No. 624941B, as follows: The Grantor reserves the right to construct, repair and maintain over and across said premises any ditches, flumes, pipe lines and electric lines, now existing or hereafter required by the Grantor, for district service, and the Grantor reserves an easement and necessary rights of way thereon and therein for said purposes; and the Grantor further reserves the right to make reasonable rules and regulations regarding district service to and for said premises or any part or parts thereof and to levy assessments and tolls against the same or any part thereof for any and all district purposes. 5. AGREEMENT'AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: NOTE 1: POWER OF ATTORNEY: PRINCIPAL: ATTORNEY IN FACT: RECORDED: RECORDING NO.: NOTE 3: POWER OF ATTORNEY: PRINCIPAL: ATTORNEY IN FACT: RECORDED:, RECORDING NO.: (continued) Order No. VH- 147946M Page No. 3 SECOND CERTIFICATE TO PLAT Spokane County Vera Irrigation District No. 15 September 13, 1988 September 21, 1988 8809210089 Waste water disposal system H.G. Anderson, Jr., a single man, aka Harold G. Anderson, Jr. Marie E. Nyholm or Roy H. Nyholm March 17, 1987 8703170179 Said instrument is sufficient in form to authorize execution of a conveyance of the property herein described. NOTE 2: POWER OF ATTORNEY: PRINCIPAL: Roy H. Nyholm and Marie E. Nyholm, husband and wife ATTORNEY IN FACT: Wesley B. Anderson or Alice M. Anderson RECORDED:, May 16, 1988 RECORDING NO.: 8805160223 Said instrument is sufficient in form to authorize execution of a conveyance of the property herein described. Wesley B. Anderson and Alice M. Anderson, husband and wife Marie E. Nyholm or Roy H. Nyholm May 15, 1988 8805160224 Said instrument is sufficient in form to authorize execution of a conveyance of the property herein described. ENCLOSURES: Plat map pds Order No.VH- 147946M Page No 4 SECOND CERTIFICATE TO PLAT NOTE 4: Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458 -2538. In order to make payment, account number is necessary. TRANSAMERICA TITLE INSURANCE COMPANY By / / / KGCG� For Service on this order call: (509) 922 -2222 Vickie Hager I :4„:. „n a ,:it SPECIAL POWER Of ATTONNEY re �� .1 ' 2 f ; O :. /a ea:ea.:10 ti el MD ;With Durablr Provision) li �� = X355 - := 29 81 RCU1Y AI.L PERSONS IIY "I IIISE I'RCSENTS :'Thal H. G. ANDERSON JR , a single man. S " !tint g' 1 xle tale. Lr a /k /• Harold C. Anderson. Jr. residing at _ , City of Vrradnle Count} ..f _ SDL L,r• Slate of 'r 2 mad•. rnnstit ul rd anti appointed. and by these presents do_ ma kr. constitute and appoint MA::IE E. hYHOLM or fOY H. r1YHOtt1 of i!a. tit) of .• County of t"nban. State el rain tenon his True and lawful attorney fur him and in his n.. ne_ place and stead. and for his use and benefit lc execut lea any documents necessary to sell, transfer, convey, mortgage or other- . vise ,ncu tier the property upon which a preliminary plat known as Day Break Estates .c.. beta appreve'1, and to fully execute the provisions of an agreement dated the .,.., day of October, 1986 between Wesley B. Anderson and Alice M. Anderson, husband and v: f•. any H. Syhoia and Karla E. Nyholm, husband and vita, and 11. C. Anderson, Jr. as Sellers and W. R. 5. 6 Associates, Inc. and William R. Smith s• Purchasers. The legal descrlotto, of said property 1a attached hereto se Exhibit "A" and mode a part hereof as though tat forth fully herein. r;n ma and (,sating oat. his said attorney_ full power and authority to do and perfnrm ill and every art and Thing who Is vet requisite and necessary to Ih•r.• :Mien of Ihr powers herein granted. as fully In all intents and purpose as he 'nivht or could do if penonally present, H. G. ANDERSON. JR. heap, r..1' 1nr end tonhrmi ng all that his said attorney MARIE E. NYIIOL4 or tea I: . '' shell lea fully do or cause to be done by virtue of These presents, This ;raver of ADnmr) _ shall ho n'nk,sl upon 11 shall hrcome nffv.Iiw, upon RI shall not Mr n fkclrel try drs.,LSm of d r principal. and shall otherwise Y continue in full forte and effect until revoked by subsequent one - &v.n.e null and %red after the day of geiorodl Thr said nominate' el estate and person for consideration by iho court If protective proceedings for wink: or person are hereafter commenced. In Wn■•.s Khrre L 1 have hereunto eel _ay_ hand _ the _13 day of __1111L ra4 19 .J2_ Signed sand bet, verrd in Presence of 19 . further 15 guardian I r k , C., -r n-,r yM� EXHIBIT "A" Tract 210. f3Lfhe West 220 feet of the North 200 feet; Tract 224rEXCEFi the South 125 feet of the East 200 feet; Tract 775_ P$. ECEC P )that portion thereof described as follows, to -wit: Beginning at the West quarter corner of Section 26, Township 25 North, Range 44 E.W.H.; thence South :tor:: the West line of said Section 925 feet to the true Point of Beginning; thence South 89'53' East on a line parallel to the South line of said Tract 225, 180 feet; thence North parallel to the West line of said Section 26, 150 feet; thence North 89'53' West, 180 feet to the West line of said Section; thence South along the West line of said Section to the true point of beginning. Trace 227 EACEEL the North 125 feet of the East 20C feet; and all of Tracts 211, 226. 240 a "' 741 -V area rouncy of Spokane. State of Washington. as per map thereof recorded in Book "0" of Plats, page 30, in the office of the County Auditor of said County. "'hOb1G0223 91. Paulsen Bldg., Spokane SI'ECIAI, POWER OF TITOItNEY (With Durable Provision) Blf, UM? Ht. KNOW ALL PERSONS IIY TIIESI'I PRESENTS: That ROY R. NYIIOLM and MARIE E. NYIIOLM. husband and wife. Signed and Delivered in l' [s of 5..51.1 n,,...r Alln,n.rt WIlh n.,.M. rrv.eronl O MIAN,Jnn,lun 1,01 IILnlle I,..,l• °h, WA Mem N,. In? 1.151IKIAL MAC NVf Ile 10.1 WI 1nl K IN INxr IN ANY NRM IVIIATY)YVrx L',CE i384 r !�hY IG 3 36 fH 'Ob Nell 11M !, rpg,anic 9" ,SPOFJdI LOON r,. line 11.; residing nl S. 2615 Evergreen Rd. , City of Verndnle Cnunly of Snokane Shit re Wnshfn'rnn hn_xt nude constituted and appointed, and by These presents do_ mike, constitute and appoint WPsr FY n ANOFItI(1N Or ALICE M. ANCBRSQJ of the City of Veradale County Snoknne Slaty of Washington their True -Ind 1 awful al lornc y_for them and in their mime idler nod stead, and for rhp). use and benefit in executing any documents necessary to sell, transfer, convey, mortgage or other– wise encumber the property upon which a preliminary pint known as Day Break Estates has been approved, and to fully execute the provisions of an agreement dated the 20th day of October, 1986 between Wesley B. Anderson and Alice M. Anderson, husband and wife, Roy II. Nyholm and Marie E. Nyholm, husband and wife, and II. C. Anderson, Jr. as Sellers and W. R. S. 6 Associates, Inc. and William R. Smith as Purchasers. The legal description of said property is attached hereto as Exhibit "A" and made a part hereof as though set forth fully herein. C Wing and Granting unt their said attorney_ full power and authority In do and perform all and every ucl and thing whatsoever requisite and necessary to Ole execution of the powers herein granted, as fully lo all intents and purpose as they might or could do if personally present. ROY II. NYIIOLM and MARIE E. NYIIOLM hereby ratifying and confirming all Illnl their slid illorney WEST EY R- ANnFRSON nr ALICE M. ANDERSEN shall lawfully do or cause to be dune by virtue of these presents. This power of Attorney ❑ shall be awaked upon 0 shall become effective upon FO shall not be affected by disability of the principal, and shall otherwise KI continue In full force and effect until nlwkal by subsequent writing 0 become null and void after the day of 19_ (Optional)The said further nominal" s guardian of estate and person for consideration by the court if protective proceedings for estate or person are hereafter commenced. In Witness Wliejeof, they have hereunto set their band the / day of he.." IB 87 u :4 I. 1, ' EXHIBIT "A" SC8 ?..CE 138E Tract 21<EXCEPT the West 220 feet of the North 200 feet; Tract 22. EXC ji T the South 125 feet of the East 200 feet; Tract_225_�.XC7T that portion thereof described as follows, to -wit: Beginning at the West quarter corner of Soccion,_26. Township 25 North, Range 44 E.W.M.; thence South along the West line of said Section 925 feet to the true Point of Beginning; thence South 89 ° 53' East on a line parallel to the South line of said Tract --225 7 feet; thence North parallel to the West line of said Section 26,150 feet; thence North 89'53' West, 180 feet to the West line of said Section; thence South along the We.t_11ne of said Section to the true point of beginning. Tract 227 B$CEP .the North 125 feet of the East 200 feet; and all of Tracts 211, 2Z , "240 and 241 of VERA, County of Spokane, State of Washington, as per map thereof recordEE BOOK 0" of Plats, page 30. in the office of the County Auditor of said County. : _,. uJn r ,:.IbIgN 914 pnuluefls .\I OF ATI'O RNF,Y f ." ,!.1 n; -_ — r ytiU:ilt:U;.w (With Durable Provision) 4 n [i. !j138 rCE 1- I , MAY 16 3 36 NN 'eb 2 , dV KNOW ALL PERSONS BY THESE PRESENTS: That W1llILI f nr.v• f u'1 WESLEY D. ANDERSON and ALICE. M. NIDPA93a, husband and wife. ,SPOKANE ren mile r. .. J • ill Eh, residing nt S. 3705 Snmmnr Rd. . City of Verndnl e S :11,E f.( County of Sr"' ^ Stale of Wnshioernn hive made, constituted and appointed. and by these presents do_ make. constitute and appoint MARIE E. NYHOLM or rt]V H NnmrAl of the City of Verado le County r Spokane Stale of Waehlnaton their true 'md twilit attorney for them and in their nnme_ place and stead, and for their use and benefit in executing any documents necessary to sell, transfer, convey, mortgage or other- wise encumber the property upon which a preliminary plot known as Day Break Estates has been approved, and to fully execute the provisions of an agreement dated the 20th day of October, 1986 between Wesley B. Anderson 6 Alice M. Anderson, husband 6 wife, Roy 11. Nyholm and Marie Nyhalm, husband 6 wife, and N. G. Anderson. Jr. as Sellers and W. R. S. 6 Associates, Inc. and William R. Smith as purchasers. The legal description of said property is attached hereto as Exhibit "A" and made o part hereof as though set forth fully herein. Civing'and Cranking unto thei said attorney_ full power and authority to do and perform all and every act and thing whatsoever requisite and necessary In the execution of the powers herein granted, as fully to all intents and purpose a- •h ^_° might or could do if personally present WESLEY B. ANDERSON h ALICE M. ANDERSON hereby ratifying and confirming all that their surd attorney MARIE E. NYNm.M Or ROY 11. NYIIOL14 -hall lawfully do or cause to be done by virtue of these presents, This power of Attorney ❑ shall be revoked upon ❑ shall become effective upon RI shall not he affected by disability of the principal, and shall otherwise EI continue in full force and effect until revoked by subsequent writing O become null and void after the day of 19 (Optional) The said further nominat.. ,.a guardian of estate and person for consideration by the court if protective proceedings for estate or person are hereafter commenced. In Witness Whereof, they have hereunto set their hand the / 3 day of 171/6c r9 ..en Signed and Delivered in Presence of - „ n .IAlla,y IWI,A aDumb!. n Prl,l°nl Special N5 0. W•.5mnnn Ind 11115 h Inc. I1.n1u.h. WA Perm No Iw 5155 MATERIAL MAY Nnr BE RLPROUUCGO IN WHOLE OK IN PA KT IN ANY FORM W IIATSOLVER 2 /mod /2 �.,U EXHIBIT A” Wc. 368 Pat 138S "Tract- 21�EPT the West 220 feet of the North 200 feet; Tract 224��/ CEPT C�the— gewoli -i25 feet of the East,200 feet; Tract_225CEXCEPT that portion thereof described as follows, to -wit: Beginning at the West quarter cornet • of Section 26,_,Township 25 North, Range 44 E.W.M.; thence South along the West line of said Section 925 feet to the true Point of Beginning; thence South 89 ° 53' East on a line parallel to the South line of said Tract 225, 180 feet; thence North parallel to the West line of said Section 26, 150 feet; thence North 89 ° 53' West, 180 feet to the West line of said, Section; thence South along the West.line of said Section to the true point of beginning. Tract ,227 EXCEPT the North 125 feet of the East 200 feet; and all of Tr c s 211 226, 240 and 1 of VERA._County of Spokane, State of Washington, as map thereof recorded in Book "0" of Plats, page 30, in the office of the County Auditor of said County. ■ H249.11 IS WARRANTY DEED of the County :7...A.:e for and in consideration of II 7r.: eb in hand paid. convey and warrarr: •.• • • -1 - husband and wits. the following described real estate siitia:cii ;:t :ne .outh v • tracts 210 and Z11 nr yer., AZ • •,r al- Of 3AI :a tbe Sra:v. \\ and the ;rtntor re lerv.:: •: • • :dart for said prtn: 00 11.7 -art .2 • arta tr,rr2 t nt 11% • 1 DI' - 77 t::7 '0. 15 n - " .Tio‘LEM S to water :Ind liectriz 3erel:n iintr.cia of r- :art tol t.ta it a -t. and caner.: taxes if any n•piir...1 0 tbb o ar L� in aubserawit Tr•••ra 0r: I ic IN TES1 IN1ONY WHEREOF. taof.toporatton hit ...ow.: tut name to he .±n& htreto and tt, corporate / 2. " i t,, et i — 7,-4,--. _ .- \-...;;:. ? ▪ 0 1101/ 4 ” , G,, r.a, MAI iterinitYld all .0. ..e Audi ; ...- '''‘‘,Ne .•; ;. ,ftzl.••• . „..• --• gt ho; h'. ** ; ..... 0.. o tt et a it I 00' NARLITY Pr.odetr pjj COUNT' 01: SP° 'or" 1 STATE ,I,,, , .Tiaehin.f.nn w. On this . 7...k - day at and for the abase named County and State. I.non/HY ago. trot .\ I) 104 7 . boot? LIE. Sozny Publn rn S:Trad nj d. R. Lonogre nut It , . co ote knoo n to is the Premien: alit . . Secretary respeethelg ot 11w/corporation that eahuted the thin intik:ht. ‘z mttrumenr and acknowledged the raid inthurunt to It. the tot: and toluntart or and ieed .•I u..t.grpor o a for Coe tort trot puerto', thetetn mentioned and et:h on oathofitgd :ha: ne ta at authotated z o exo ate ,aid ottuormot n-1 thy the seal al hoed is the rortutate seal starkielit IN N1'11'NESS WI WREOF cI aiN it, hand ard atoacd rt..' olzght teal the day Jr.! in, tint above = . , ....0 ve written ' `,.• cis • r. el Sr."' re -. bc- - bir / P ‘,1 ) r I) : :.,...0 -..••• : . , <->i: , ..,..,c• rt".••••: 0,•_•-_,e \ • ._,,,,...,,,,_. ._,: .1 - ::• • -,•-• :::.". • / ..' “ '' • •I' t:-c; •• "'• t• • • -- = Notary PI-She Ter CI. S:.:. 'J. 7- Retchnz at ;pc.::a.e • . . • i ry 210 r — ") V 1 JRANSAMERICA TITLE INSURANCE COMPANY SPOKANE, WASHINGTON ItJ 1.s- I W Thls print Is made solely ter the purp se of assisting In locating said premises and the company assumes n liability for variations, it any, in dimensions and location faced awed by actuel survey. j r , FJ-9115 �.v �, eiT F,Y 4.//A, 6 2 Ar b 1 ,rh or 2 2 2 ,g 3 L N'ENghFF_M ro/ N / u l Fv� Fee/ Pv;v .5 SCOW," .Odi✓. ' 75 ;AZ F, / /c/ a A 4 2 2 9- 227 61 . 2 _ C' • Prepared For: EXCEPTIONS: PLAT CERTIFICATE 26543 -0205 1989 $1589.88 Affects this and other property (continued) TRANSAMERICA TITLE INSURANCE COMPANY RECEIVW. North 720 Argonne Spokane, Washington 99212 OCT 6 1989 County Ellimegring Order No.: VH -14794 M WRS & Associates Certificate for Filing Proposed: P.O. Box 14084 EVERGREEN P.U.D. Spokane, WA 99214 , 1,,t cc: Inland Pac. Eng. cc: Spokane County Planning Charge: $125.00 cc: Spokane County Engineering Tax: 9.75 re: Evergreen Point PUD ZE 39 -89; PUDE 3 -89 Total: $134.75 and PE 1576 -89 Effective Date: September 25, 1989 at 8:00 a.m. 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 paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: The North 435.00 feet of the East 637.81 feet of Tract 211 of VERA, as per plat thereof recorded in Volume "0" of Plats, page 30; Situate in the County of Spokane, State of Washington. VESTED IN: ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife, as to an undivided 1/3 interest; WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife, as to an undivided 1/3 interest; and HAROLD G. ANDERSON, JR., individually, as to an undivided 1/3 interest. 1. 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 $794.94 $794.94 EXCEPTION NO. 1 (cont.): NOTE: Future Tax Account No(s).: 45263.0205 NOTE: 1989 assessed valuation: Land $89,600.00 2. Any unpaid assessments or charges, and liability for further assessments or charges by Vera Irrigation District No. 15. 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: 5. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: (continued) Order No. VH- 147946M Page No. 2 Vera Electric Water Contract, a corporation D.K. McDonald, A.C. Jamison, Andrew Good and Vera Land Company, a corporation April 25, 1908 April 25, 1908, Book "H" of Contracts, page 292 200528 Providing for construction of ditches, flumes, pipelines, etc., with right of ingress and egress to maintain said flumes, pipes, etc.; and providing for lien for unpaid charges for such service. 4. Reservations contained in deed recorded under Recording No. 624941B, as follows: The Grantor reserves the right to construct, repair and maintain over and across said premises any ditches, flumes, pipe lines and electric lines, now existing or hereafter required by the Grantor, for district service, and the Grantor reserves an easement and necessary rights of way thereon and therein for said purposes; and the Grantor further reserves the right to make reasonable rules and regulations regarding district service to and for said premises or any part or parts thereof and to levy assessments and tolls against the same or any part thereof for any and all district purposes. Spokane County Vera Irrigation District No. 15 September 13, 1988 September 21, 1988 8809210089 Waste water disposal system NOTE 1: POWER OF ATTORNEY: PRINCIPAL: ATTORNEY IN FACT: RECORDED: RECORDING NO.: Said instrument is sufficient in form to authorize execution of a conveyance of the property herein described. NOTE 2: POWER OF ATTORNEY: PRINCIPAL: ATTORNEY IN FACT: RECORDED: RECORDING NO.: Said instrument is sufficient in form to authorize execution of a conveyance of the property herein described. NOTE 3: POWER OF ATTORNEY: PRINCIPAL: ATTORNEY IN FACT: RECORDED: RECORDING NO.: Said instrument is sufficient in form to authorize execution of a conveyance of the property herein described. (continued) Order No.VH- 147946M Page No. 3 H.G. Anderson, Jr. , a single man, aka Harold G. Anderson, Jr. Marie E. Nyholm or Roy H. Nyholm March 17, 1987 8703170179 Roy H. Nyholm and Marie E. Nyholm, husband and wife Wesley B. Anderson or Alice M. Anderson May 16, 1988 8805160223 Wesley B. Anderson and Alice M. Anderson, husband and wife Marie E. Nyholm or Roy H. Nyholm May 15, 1988 8805160224 Order No.VH- 147946M Page No. 4 NOTE 4: Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458 -2538. In order to make payment, account number is necessary. TRANSAMERICA TITLE INSURANCE COMPANY For Service on this order call: (509) 922 -2222 Vickie Hager W r V4 CCh. • e • 1 a2 1 ry b ,orb I _ 2/O V 2 JRANSAMERICA TITLE INSURANCE COMPANY NJ SPOKANE, WASHINGTON W4aE This print Is made solely for the purp 'se A assisting In locating said premises and the company assumes n liability for variations. d' any. in dimensions and location ascertained by actual survey. ; i/73; F, rs - 4,/ri,v ! ;,4A A�6 a' b g o Ft/Er -Fs/I/ (O /N- d /35 33 22 9 : Fv � A 'ea y' ,,,;7r;. • • I . 'SFGnri✓..G ash :/. . ,v ■ 2// 1 / 2 L G RECEIPT Dote_i(o / 2i/ 19-8-,2 Received Fror ; H.- it A rPcc .1teter-L,Cretifel el For. ACCOUNT AMT. OF . ACCOUNT AMT. PAID I BALANCE DUE CASH CHECK MONEY ORDER HOW PAID I By 8K808 TIEDIFC4111 1 .. _ 11111Homes----i TELEPHONE 922-078f>,..; CON., 1,1C.- ' "A Trademark of Quality . .! 5 . P.O. BOX 14084 e-SPOKANE; WA 99214. . ,t -- • • • - t • • • , : ': ; . 11 2 S fi) 1: : le (la n.d 0 Gots • . DOLLARS TO THE ORpER,OF _DATE CHECK NO. AMOUNT '2 jilkleTRIPMPON ,177 Aks " er...c1re; 5 16. ad.q0 11 YL :I:- 1.,-2:5 0 0.0 L.0 %liars sir2o • _ea/ • 11;•:(...c N 17T-FER(L3 2 s 4. ;:‘.. ' s.'"./ A • ' - ' . '' . ■ , - . . } . . A . : : : : : : ■ ; ; 1 4 L..-.7 )9-10/1250 116 . ,... ." Valley Fthincrel Center BANK.OF VVASHINGTONt. SoBlcino. WA 99206 /. 0953 REFERENCE c... COD 4 ;1 i'4+ I. ER 10D 1 , . 0 ■ T • ENDING EARNINGS AMOUNT GROSS AMOUNT OTHER GROSS AMT SMITH HOMES A DIVISION OF W.R S. &ASSOC., INC SPOKANE, WA 99214 PLEASE DETACH THIS STUB THIS IS A STATEMENT OF PAYMENT INTRODUCTION PROPOSAL SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS OF FACT. CONCLUSIONS AND ORDER This matter having come before the Hearing Examiner Committee on September 21, 1989, and the members of the Committee present being Verona Southern, Chairperson, Phil Harris and Ron Odell. The sponsor, WRS & Associates, Inc., requests approval of the preliminary plat of EVERGREEN POINT PUD and zone reclassification from Agricultural (A) to Urban Residential -7 (UR -7) and a Planned Unit Development, File No's. PE- 1576 -89, ZE- 39-89 and PUDE -3 -89, for the purpose of developing 24 lots for single family residential use and common areas for landscaping and recreation. The proposal also includes a private road access and enclosed development with security entry and perimeter fencing. FINDINGS OF FACT AND CONCLUSIONS 1. The property is generally located on the southwest corner of 24th Avenue and Best Road in the SW 1/4 of Section 26, Township 25 N., Range 44, EWM, Spokane County, Washington. 2. The committee adopts the Planning Department Report as a part of this record. 3. The existing land use(s) in the area are single family residential with large acreage residential and agricultural properties and undeveloped areas. 4. The Comprehensive Plan designates this site as Suburban Directly across the street (24th Avenue) is the Urban category of the Comprehensive Plan. The Comprehensive Plan provides for transition of residential densities between Urban and Suburban categories of the Comprehensive Plan. 5. The Arterial Road Plan designates 24th Avenue as a Collector Arterial and plans for a 70' right of way and 25' setbacks for structures from the right of way or future acquisition area. 6. The existing zoning of the property described in the application is Agricultural, previously established in 1942. A preliminary plat approval exists on the site (Evergreen Point - PE- 1469 -84 and ZE- 81 -84) which was approved with a specific density plan. The density plan provided for increasing lot sizes as development proceeded toward Best Road and 32nd Avenue. The zoning approved for this proposal was R -1 which will cross over to UR -3.5 zoning in 1991. The proposal for 24 lots can also be approved with UR -3.5 zoning and PUD Overlay. This would create compatible zoning with past approvals and this project. 7. The proposal as presented by the sponsor, can be accommodated with UR -3.5 zoning and PUD Overlay. 9 -89 HEC Order for PE- 1576 -89 Page 2 8. The provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with and a Determination of Nonsignificance was issued. 9. The proper legal requirements for advertisement and notice have been fulfilled. 10. The owners of adjacent lands expressed neither approval and disapproval of the proposed use. No public testimony was received against the proposal. 11. The proposed use is compatible with existing uses in the area. Especially in light of its high quality homes and Planned Unit Development, marketing, and approach. 12. The proposed zoning as approved by the Hearing Examiner Committee for UR -3.5 and PUD Overlay does implement and conform to the Comprehensive Plan. 13. The applicant has demonstrated that conditions have substantially changed since the original zoning of this area. The adoption of an Arterial Road Plan which includes 24th Avenue as a Collector Arterial, and also the direct availability of the Spokane Valley Sewer to the site. These factors in and of themselves indicate changed conditions which warrant the approval of the project. 14. The proposal does not result in spot zoning as it conforms both with existing zoning and proposed Crossover Zoning. 15. The proposal use will not be detrimental to the public health, safety, or welfare. 16. The Committee additionally finds: a. That the proposal as conditioned and approved as a Planned Unit Development shall provide a unique development which is compatible with existing residential uses to the north and existing uses east of Best Road. The proposal also reduces the impact to existing traffic flow on both 24th and Best by reducing the amount of lot access to both these streets. In addition, the availability of sewer to the site is a substantial factor which has changed since the original Evergreen Point Plat approval. b. The Hearing Examiner Committee agrees with the testimony provided by the Plat sponsor that there is a need for this type of housing style in this portion of the Spokane Valley. c. The Planning Department has testified that the proposal as presented by the sponsor can obtain the density (of 24 lots) requested by utilizing UR -3.5 Zoning and density bonuses provided for in the PUD Overlay Zone; thereby not requiring the UR -7 Zoning requested by the sponsor. d. The engineer representing the PUD sponsor agreed with UR -3.5 Zoning if it could accomplish the intent and density of his proposal. CONDITIONS OR CONTINGENCIES APPLIED TO THIS APPROVAL 1. All Conditions imposed by the Hearing Examiner Committee shall be binding on the "Applicant ", which term shall include the owner or owners of the property, heirs, assigns, and successors -in- interest. 9 -89 HEC Order for PE- 1576 -89 Page 3 PLANNING DEPARTMENT CONDITIONS AND PUD OVERLAY ZONE: 1. Legal description: The North 435.00 feet of the East 637.81 feet of Tract 211 of VERA, as per plat thereof recorded in Volume "O" of Plats, Page 30. Situate in County of Spokane, State of Washington 2. That a final PUD Site Plan shall be submitted and approved by the Planning Department prior to finalization of any portion of the proposal. The redesign shall include the following: 1. Entry modification to satisfaction of Fire District #1. 2. Indication of 5 ft. future Acquisition area for future right of way and utilities along 24th Avenue. 3. No recreational vehicle storage shall be allowed on site. 4. 20 ft. Type III landscaping is required along 24th Avenue. ' 5. Only 21 lots shall be allowed. 6. Rezone for Urban Residential -3.5 (UR -3 -5) zoning and PUD overlay. 7. Design shall be slightly modified to provide a 25 ft. common open space area along the southern property line. This buffer area may be modified to accommodate a maximum of 24 units as proposed. 3. All current standards of the UR -3.5 Zone and PUD Overlay Zone, as amended, shall be complied with in the development of this site. 4. The preliminary plat of record approval is for the property legally described in the application for this proposal. 5. The Spokane County Planning Director /designee shall review any proposed final plat to ensure compliance with these Findings and Conditions of Approval. 6. The preliminary plat is given conditional approval for three (3) years, specifically to.October 1,1992. The applicant may request an extension of time by submitting a written request approximately forty -five (45) days prior to the above expiration date 7. Appropriate utility easements shall be indicated on copies of the proposed final plat. Written approval of utility easements by appropriate utility companies must be received with the submittal of the final plat. 8. Three (3) current certificates of title shall be furnished the County Planning Department prior to filing the final plat. 9. The following statement shall be placed in the final plat dedication: "No more than one (1) dwelling structure shall be placed on any lot, nor shall any lot be further subdivided for the purpose of creating additional lots, ownerships or building sites without first filing and receiving approval of a replat." 10. The final plat map shall indicate by a clear dashed line the required yard setbacks from all private or public roads. The dedication shall contain the following 9 -89 HEC Order for PE- 1576 -89 Page 4 statement that: "Side yard and rear yard setbacks shall be determined at the time building permits are requested. The setbacks indicated on this plat may be varied from if proper zoning approvals are obtained." 11. A plan for water facilities adequate for domestic service and fire protection shall be approved by the water purveyor, appropriate fire protection district, Spokane County Building & Safety Department and Spokane County Health District. The agencies will certify on the WATER PLAN, prior to the filing of the final plat or any phase of the preliminary plat, that the plan is in conformance with their respective needs and regulations. The WATER PLAN and certification shall be drafted on a transparency suitable for reproduction and be signed by the plat sponsor. 12. The purveyor shall also certify that appropriate contractual arrangements and schedule of improvements have been made with the plat sponsor for construction of the water system in accordance with the approved WATER PLAN. The time schedule shall provide for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the final plat. The arrangements or agreements shall 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 subdivision sponsor to satisfactorily complete the approved water system. 13. The final plat dedication shall contain the following statement: "The public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire protection district, County Building & Safety Department, and water purveyor, shall be installed within this subdivision, and the subdivider /sponsor shall 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." ,14. A survey is required prior to the filing of a final plat. 15. Spokane County Planning Department is required to record with the County Auditor a "Title Notice," as prepared and signed by the applicant, for a future acquisition area for road right -of -way and utilities to run with the land, and the future acquisition area reservation shall not be removed without prior approval by the Spokane County Planning Department. Notice shall be recorded prior to the issuance of a building permit and shall provide the following: a. 5 feet of future acquisition area for road right -of -way and utilities, in addition to the existing right -of -way dedication required by the County Engineer, along 24th Avenue. Building and other setbacks required by the Spokane County Zoning Code shall be measured 25 feet from the edge of the Future Acquisition Area along 24th Avenue that is reserved for road right -of -way and utilities. c. The 5 foot Future Acquisition Area, until acquired by Spokane County, shall be private property and may be used as allowed in the zone, except any improvements (such as landscaping, parking, surface drainage, drainfields, signs or others) shall be considered "interim" uses. 9 -89 HEC Order for PE- 1576 -89 Page 5 The property owner shall be responsible for relocating such "interim" improvements at the time Spokane County makes roadway improvements after acquiring said Future Acquisition Area. e. ) This "Title Notice" shall be signed by the applicant to serve as official notice and acknowledgement of said Future Acquisition Area for road right -of -way and utilities. '. 16. A specific landscape, signing, fencing, and lighting plan, planting and improvement schedule and provisions for maintenance acceptable to the Spokane County Planning Director /designee shall be submitted with a performance bond for the project prior to release of building permit. 17. The specific and detailed site improvement plan will be submitted for Planning Department review approval as part of the fmal plat and PUD review and prior to the issuance of building permits. Appropriate bonds or proof of construction must be submitted at the time of final plat review to cover the estimated cost of on -site improvements which were inquired as a part of the project approval. `.,18. The PUD final plat drawing shall indicate all exterior boundary setbacks as well as setbacks from roadways and individual lot lines. 19. A copy of the Homeowners' Association Articles of Incorporation and Bylaws, together with any other provisions for maintenance of common areas and facilities, shall be submitted to the Spokane County Subdivision Administrator. 20. Upon filing the final plat the zone reclassification of the final plat area shall be finalized and the existing Agricultural zone classification shall be changed to Urban Residential -3.5 and PUD Overlay zone, consistent with the site plan contained in the files. COUNTY ENGINEER'S DEPARTMENT CONDITIONS 1. Plans, profiles, and cross- sections as designed to County standards showing proposed street centerline and curb grades shall be submitted to the County Engineer for approval prior to construction and/or the filing of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. 2. Drainage plans and design calculations showing the alignment of drainage facilities shall be submitted to the County Engineer for approval prior to construction and/or the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 3. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall fumish 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. 9 -89 NEC Order for PE- 1576 -89 Page 6 4. 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. 5. All required construction within the existing or proposed public right of way is to be completed prior to the release of a building permit or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements shall be filed with the County Engineer. 6. 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. 7. The applicant should be advised that individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the County road system. 8. Dedication of 10 feet of additional right -of -way along Best Road as depicted on the preliminary plat.. 9. A statement shall be placed in plat dedication that no direct access be allowed from lots to 24th Avenue. 10. Existing county roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. 11. Sidewalks are required along the arterial on 24th Avenue. 12. The word "applicant" shall include the owner or owners of the property, his heirs, assigns and successors. 13. The County Engineer has designated Typical Roadway Section Number Two, Collector Arterial Standard for the improvements of 24th Avenue which is adjacent to -the proposed development. This will require the addition of approximately 10 to 12 ft. of asphalt along the frontage of the development. The construction of curbing and sidewalk is also required. 14. The proposed private road(s) as shown on the preliminary plat serving 24 lots with: no extension possible is approved by the County Engineer. 15. Private road(s) shall be improved to Spokane County standard for a private road PUD Standard serving 24 lots. Subject to approval under Section 10.207 of the Spokane County Fire Code. 16. All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the plat. 9 -89 HEC Order for PE- 1576 -89 Page 7 17 The following statement shall be placed in the plat dedication: "WARNING: Spokane County has no responsibility to build, improve, maintain or otherwise service the private roads contained within or provide service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said private mad, and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain or provide drainage or snow removal on a private road. This requirement is and shall run with the land and shall be binding upon the owner(s), their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road as provided herein ". 18. 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. 19. The following statement must be placed in the plat dedication: "The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the plat having frontage thereon." COUNTY HEALTH DISTRICT CONDITIONS 1. ' Appropriate utility easements shall be indicated on copies of the preliminary plat of record for distribution by the Planning Department to the utility companies, Spokane County Engineer and the Spokane County Health District. Written approval of the easements by the utility companies must be received prior to the submittal of the final plat. 2. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 3. Water service shall be coordinated through the Director of Utilities, Spokane County. 4. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social & Health Services. 5. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the recorded service area of the water system proposed to serve the plat. 6. A plan for water facilities adequate for domestic use, domestic irrigation use and fire protection use shall be approved by the water purveyors. Said WATER PLAN must have been approved by the fire protection district and the appropriate health authorities. The health authorities, water supplier (purveyor) and the fire protection district will certify, prior to the filing of the final plat, on the face of said WATER PLAN that the plan is in conformance with their requirements and will adequately satisfy their respective needs. Said water plan and certification will be drafted on a transparency suitable for reproduction. 7. The purveyor will also certify prior to filing the final plat, on a copy of said WATER PLAN that appropriate contractual arrangements have been made with the plat sponsor for construction of the water system in accordance with the approved 1.- 9 -89 HEC Order for PE- 1576 -89 Page 8 plan and time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the plat. The contractual arrangements will include a provision holding Spokane County /City of Spokane, Spokane County Health District and the purveyor harmless from claims by any lot/tract purchaser refused a building permit due to failure of the plat sponsor to satisfactorily complete the approved water system. 8. A public sewer system will be made available for the plat and individual service will be provided to each lot prior to sale. Use of individual on -site sewage disposal systems shall not be authorized. A statement shall be placed in the dedication to the effect that: "A public sewer system will be made available for the plat and individual service will be provided to each lot prior to sale. Use of individual on -site sewage system shall not be authorized." 9.J \10. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 11. The plat dedication will contain a statement to the effect that: "The public water system, as approved by County and state health authorities and the local fire district and purveyor, will be installed within this plat, and the subdivider will provide for individual domestic water service, as well as fire protection, to each lot/tract prior to sale of each lot." COUNTY UTILITIES DEPARTMENT CONDITIONS Pursuant to the Board of County Commissioners Resolution No. 80 -0418, the use of on -site sewer disposal systems is hereby authorized. This authorization is conditioned on compliance with all rules and regulations of the Spokane County Health District and is further conditioned and subject to specific application approval and issuance of permits by the Health District. 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. 3. Any sewerage service for this project shall be provided in accordance with the Comprehensive Wastewater Management Plan for Spokane County, as amended. • 4. , A dry sewer connection to the future areawide sewerage system is to be constructed. Plans and specifications for the dry sewer connection are to be reviewed and approved by the Utilities Department. 9 -89 HEC Order for PE- 1576 -89 Page 9 ,COUNTY BUILDING & SAFETY DEPARTMENT CONDITIONS 1 . The applicant shall contact the Department of Building and Safety at the earliest possible stage of design /development in order to be informed of Code requirements administered/enforced by the department, e.g., State Building Code Act regulations such as requirements for fire hydrant/flow, fire apparatus access roads, street address assignment, barrier -free regulations, energy code regulations, and general coordination with other aspects of project implementation. 2. Requirements of Fire District No. 1 need to be satisfied during the building permit process. SPOKANE VALLEY FIRE DEPARTMENT 1. The entrance on 24th is not wide enough and the radiuses too tight for fire trucks and emergency vehicle access. Both radiuses need to be cut back. 2 One new fire hydrant needs to be installed at the southwest corner of the entrance on the south side of 24th. SPOKANE AIR POLLUTION CONTROL AUTHORITY All air pollution ree ulations must be met. This includes but is not Limited to the following: 2. Air pollution regulations require that dust emissions during demolition, excavation and construction projects be controlled. This may require use of water sprays, tarps, sprinklers, or suspension of activity during certain weather conditions. Haul roads should be treated and emissions :from the transfer of earthen material must be controlled as well as emissions from all other construction related activities. 3. Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surfaces. 4 All traveled surfaces (ingress, egress, parking areas, access roads) must be paved and kept clean. 5. Some objectionable odors will likely result during the construction phase of the project and from motor vehicles using the site following completion of the project and from occupants of the proposed project. 9 -89 HEC Order for PE- 1576 -89 Page 10 WIDER The Hearing Examiner Committee, pursuant to the aforementioned, finds that the application of Evergreen Point PUD, PE- 1576 -89, ZE -39 -89 and PUDE -3 -89 for preliminary plat, zone reclassification from Agricultural (A) to Urban Residential -7 UR -7) and Planned Unit Development as described in the application should be APPROVED. Motion by: Ron Odell Seconded by: Phil Harris Vote: (3 -0) UNANIMOUS TO APPROVE HEARING EXAMINER COMMI I FEE HEREBY Al IEST TO THE ABOVE FINDINGS, ORDER, AND VOTE ATTEST: For WALLIS D. HUBBARD Planning Director Date B TEVE HOROBIOWSKI Current Planning Administrator airman frer ZE -39 -89 PUDE -3 -89 PE- 1576 -89 • ` . 1; { 1. p4 ttv.E.. 12TH 1 7 FTH R W Q 20TH 136 :51 138 i e�! 2• H ltsxaa ivxd 23 rd TWENTY -FOURT • . a.7..4 A. j VE T4 141 1 1 0 - 0 0 - 0 4 4 0 t I•2 :43 r 0 Ina : Ia5 4 T n 1 < THIRTY SIXTH 0 P age 22 1 22nd AVE; 148 .49 150 51 152 153 i5 bCMMEQ_ 1 L ZE -39 -89 PUDE -3 -89 PE- 1576 -89 r,`,', O ' )0e R (v A '3l 4 /I6-83C ' S. PJwCJ4J R -I e el 8-841,1 E J 1 2/0 Pie ,4 60 -42 U ait `t•`- r t tlAk �.:,• a 1ci A - 60 -42 A' 60- 42 4 1 J4 -84C bF ( et D� f • 2 4. I M 60 -42 P ® ,a UF:3.1-,0 0 -ii A 2 s -1 e : a - - - -� 1 60 -42 — zz A 60 - Page 23 • TO: FROM: DATE: SUBJECT: I. GENERAL INFORMATION Mgr PLANNING DEPARTMENT REPORT SPOKANE COUNTY HEARING EXAMINER COMMITTEE CURRENT PLANNING SECTION September 21, 1989 Preliminary Subdivision Rezone & PUD File #PE- 1576 -89, ZE -39 -89 from Agricultural (A)to Urban Residential -7 (UR -7); PUDE -3 -89 Evergreen Point Planned Unit Development (PUD) Sponsor: WRS & Associates, Inc. Surveyor /Engineer: I.P.E. S. 25 Altamont Spokane, WA 99202 Location: Generally located on the southwest corner of 24th Avenue and Best Road, in the SW 1/4 of Section 26, Township 25 North, Range 44, E.W.M., Spokane County, Washington. Proposal: PUD development; 24 lots for single family use and common areas for Landscaping and Recreation. Private Road access and enclosed development with security entry and perimeter fencing. II. SITE PLAN INFORMATION A. Site Size: 6.3 acres; Overall Gross Density: 3.8 units per acre. B . Land Use Plan: The Comprehensive Plan designates this areas as Suburban and is within the Priority Sewer Service Area (PSSA) boundary. "The "Suburban Category" is intended to provide the opportunity for development of residential areas with large yards and open space." Residential net densities shall range from 2 units per acre to 2.5 acres Der unit. "The aesthetic setting should be predominantly single- family residential structures on large lots. 24th Avenue is the boundary between the Urban Category to the North and the Suburban Category of the Comprehensive Plan to the south. The Urban Category clearly would support this density single - family development, while the Suburban Category clearly does not. C . Arterial Road Plan: Designates 24th Avenue as a Collector Arterial and plans for a 70' right of way and 25' setbacks for structures from the right of way or future acquisition area. 8 -89 HEC Staff Report for PE- 1576 -89 Page 24 D . Site Characteristics: The site is not developed; no structures exist on site. The Early Dawn Dairy exists to the south. The site has some topography and is pasture/cultivated. E. Neighborhood Characteristics: Areas adjacent to the north across 24th Avenue have developed into residential neighborhoods. To the south is the old Early Dawn Dairy. To the west is undeveloped with some new residential developing within the preliminary plat Evergreen Point. East of Best Road is acreage parcels with single family and agricultural activities. F . Zoning: Preliminary plat approval exists on the site which would, if finalized, have Single Family Residential (R -1) Zoning or Urban Residential -3.5 (UR -3.5) Cross - Over Zoning depending on when the preliminary plat is finalized. Proposal: North: East: South: West: Reclassify land presently Agricultural to Urban Residential -7 (UR -7) Single Family Residential (R -1) Agricultural Agricultural (Preliminary Plat R- 1/UR -3.5) Agricultural (Preliminary Plat R- 1/UR -3.5) G . Land Use: Site: Undeveloped North: Single Family Residential East Large lot/acreage Residential Agricultural uses South: Undeveloped West: Undeveloped H. Special Information: The proposal includes a request for approval of a PUD overlay zone in conjunction with the Urban Residential -7 (UR -7) and Subdivision request. The PUD overlay zone allows for greater flexibility over design elements. Smaller lot sizes, frontages and homes are proposed while common areas can be maintained by a community association to provide minimum maintenance for owners. Reduced setbacks are proposed and allowed with PUD overlay Zone. The following table s ummarized the PUD elements of the proposal: PROPOSED EVERGREEN POINT PUD Net Density: Approx. 4.5 units per acre Density Bonus: None Min. Lot Size: Approx. 6,000 sq. ft. Min. Frontaee: 20' on Cul De Sac 8 -89 HEC Staff Report for PE- 1576 -89 REOD BY UR -7 & PUD OVERLAY 7 units per acre (without bonus) None 800 sq. ft. 30' ft. OK Page 25 PROPOSED EVERGREEN POINT PUD Setbacks: 1. Perimeter (24th, Best, Barmen, S. Pl.) 25' 25' 25' 10' 2. Front Yard: 20' ft. 3. Side Yard: 5' ft. per story 4. Rear Yard: 10' ft. Building Coverage: Approx. 18% Building Height: One story Parking Standards: 1. 4 per unit 2. Additional 9 Guest Parking 3. On street, Yes, 8 hour limit Sign Standards: None proposed Landscaping: 1. Common area (Homeowners Assoc.) 2 Individual lots (owners ?) Utilities: 1. Public Works (Vera Water & Power) 2. Sewer (Valley Sewer Connection) 3. Power, Phone Underground Common Ooen Snace: 1. Recreational & Landscaped areas 2. 208 drainage Lighting Plan: Security Lighting planned PROPOSED EVERGREEN POINT PUD Fencing: 4 ft. to 6 ft. High Perimeter 8 -89 HEC Staff Report for PE- 1576 -89 REOD BY UR -7 & PUD OVERLAY 25' ft. as approvable at Hearing Flexible Flexible Flexible 55% Max 35' ft. 2 No requirement OK Compliance with 14.804.060 (3) Type III 20' ft. along Arterial (14.806.040 (2a)(5) OK OK OK Underground Minimum 10% Need Plan REOD BY UR -7 & PUD OVERLAY OK within PUD 14.810.020 Need Plan Page 26 Phasing: 2 phase; 10 lots & 14 lots OK with Common Space Improvements Streets: 1. Private OK 14.704.380 2. 30 ft. Easement OK 14.704.380 3. 28 ft. Improvement OK 14.704 380 Refuse Storage: Yes Screenage required as per 14.704.360 Circulation : This PUD proposes private roads with security gate entry. The layout provides a conservation of street and utility improvements and provides adequate pedestrian and vehicular circulation to common areas parking and residential units. Design : The PUD design provides effective orientation of the open space and residential uses. Drainage : Common open space shall be used to provide 208 type drainage control on site. Water Supply: Vera Water & Power will provide water. An approved water Plan will be required prior to finalizing this development. Sewage Disposal: Connection to Valley Sewer System School : The proposal is in the Central Valley School District #356. Fire Protection - The proposal is located within Fire District #1. The Fire District and County Building and Safety Department (Fire Marshall) are required to approve fire protection provisions prior to finalizing the preliminary plat. Cultural Resources: (None have been identified). III HISTORY /ANALYSIS: The proposed Evergreen PUD is a portion of a previously approved Preliminary Plat and rezone known now as Evergreen Point, PE- 1469 -84, ZE -81 -84 which was approved in July of 1984 on approximately 75 acres for 174 residential lots by the Hearing Examiner Committee. The site included almost all of the property between 24th Avenue and 32nd Avenue and Evergreen and Best roads. The approval of the Residential Subdivision was based on a transition of density and lot size. This transition of lot size was required with the approval to provide a transition of density from the Urban uses existing generally north and west of 24th Avenue and Evergreen Road respectively (which are within the Urban Comprehensive Plan category) to acreage residential and agricultural related existing uses east of Best Road and south of 32nd Avenue. To accomplish this density transition the Hearing Examiner Committee approved the subdivision subject to specific and gradual increase in lot size for the northwest portions of the site to the south and east. Lot size increases from 10,000 sq. ft. to 1/2 acre (21,780 sq. ft.) with lots in the interior portions being required to meet minimum sizes of 14,000 sq. ft. and 17,000 sq. ft. were required by the Hearing Examiner Committee. 8 -89 HEC Staff Report for PE- 1576 -89 Page 27 PROPOSED EVERGREEN POINT PUD Setbacks: 1. Perimeter (24th, Best, Batmen, S. Pl.) 25' 25' 25' 10' 2. Front Yard: 20' ft. 3. Side Yard: 5' ft. per story 4. Rear Yard: 10' ft. Building Coverage: Approx. 18% Building Height: One story Parking Standards: 1. 4 per unit 2. Additional 9 Guest Parking 3. On street, Yes, 8 hour limit Sign Standards: None proposed Landscaning: 1. Common area (Homeowners Assoc.) 2. Individual lots (owners ?) Utilities: 1. Public Works (Vera Water & Power) 2. Sewer (Valley Sewer Connection) 3. Power, Phone Underground Common Onen Snace: 1. Recreational & Landscaped areas 2. 208 drainage Lighting Plan: Security Lighting planned PROPOSED EVERGREEN POINT PUD Fencing: 4 ft. to 6 ft. High Perimeter 8 -89 HEC Staff Report for PE- 1576 -89 ' i. REOD BY UR -7 & PUD OVERLAY 25' ft. as approvable at Hearing Flexible Flexible Flexible 55% Max 35' ft. 2 No requirement OK Compliance with 14.804.060 (3) Type III 20' ft. along Arterial (14.806.040 (2a)(5) OK OK OK Underground Minimum 10% Need Plan REO'D BY UR -7 & PUD OVERLAY OK within PUD 14.810.020 Need Plan Page 26 Phasing: 2 phase; 10 lots & 14 lots OK with Common Space Improvements Streets: 1. Private OK 14.704.380 2. 30 ft. Easement OK 14.704.380 3. 28 ft. Improvement OK 14.704 380 Refuse Storagg: Yes Screenage required as per 14.704.360 Circulation : This PUD proposes private roads with security gate entry. The layout provides a conservation of street and utility improvements and provides adequate pedestrian and vehicular circulation to common areas parking and residential units. Design : The PUD design provides effective orientation of the open space and residential uses. Drainage : Common open space shall be used to provide 208 type drainage control on site. Water Supply: Vera Water & Power will provide water. An approved water Plan will be required prior to finalizing this development. Sewage Disposal: Connection to Valley Sewer System School : The proposal is in the Central Valley School District #356. Fire Protection - The proposal is located within Fire District #1. The Fire District and County Building and Safety Department (Fire Marshall) are required to approve fire protection provisions prior to finalizing the preliminary plat. Cultural Resources: (None have been identified). - III HISTORY /ANALYSIS: The proposed Evergreen PUD is a portion of a previously approved Preliminary Plat and rezone known now as Evergreen Point, PE- 1469 -84, ZE -81 -84 which was approved in July of 1984 on approximately 75 acres for 174 residential Lots by the Hearing Examiner Committee. The site included almost all of the property between 24th Avenue and 32nd Avenue and Evergreen and Best roads. The approval of the Residential Subdivision was based on a transition of density and lot size. This transition of lot size was required with the approval to provide a transition of density from the Urban uses existing generally north and west of 24th Avenue and Evergreen Road respectively (which are within the Urban Comprehensive Plan category) to acreage residential and agricultural related existing uses east of Best Road and south of 32nd Avenue. To accomplish this density transition the Hearing Examiner Committee approved the subdivision subject to specific and gradual increase in lot size for the northwest portions of the site to the south and east. Lot size increases from 10,000 sq. ft. to 1/2 acre (21,780 sq. ft.) with lots in the interior portions being required to meet minimum sizes of 14,000 sq. ft. and 17,000 sq. ft. were required by the Hearing Examiner Committee. 8 -89 HEC Staff Report for PE- 1576 -89 Page 27 The proposal occupies a portion of the preliminary plat that was approved for 10,000 sq. ft. lots or greater, 14,000 sq. ft or greater lots, 17,000 sq. ft. or greater and 1/2 acre or greater lots. Using the original conditions of approval for density transition the property should be approved for 21 lots. The sponsor submitted a plan showing 21 -1/2 lots. Another Plat has been approved in this vicinity in the Suburban area of the Comprehensive Plan. Ferguson Addition was approved by the Hearing Examiner Committee in 1986 in the vicinity of 24th Avenue and Adams for .8 acre lots with Urban Residential -3.5 (UR -3.5) zoning. IV. ZONING ANALYSIS: The proposal, if approved, would require Urban Residential -7 (UR -7) zoning and PUD overlay. The property currently is zoned Agricultural and has been approved for (if and when a final plat is recorded on the property) Single Family Residential (R -1) zoning. Single Family Residential (R -1) zoning in this area will cross over to Urban Residential -3.5 in 1991. If the property remains Agricultural the crossover zoning will be Suburban Residential -1/2 (SR -1/2) half acre minimum lot size. Given the nature of previous existing subdivision approval on the site, Evergreen Point Subdivision Urban Residential -3.5 (UR -3.5) zoning with density transition as approved with the original approval is needed to be consistent with past decisions and future crossover zoning in 1991. All other areas in the vicinity which are zoned Agricultural now will cross over to Suburban Residential -1 (SR -1). V. ENVIRONMENTAL REVIEW An Environmental Checklist was submitted by the sponsor and was reviewed by the County Planning Department staff. The review considered the specifics of the proposal, other available information, County ordinances, other regulations and laws and the standard Conditions of Approval. County Planning Department has determined that "No probable significant adverse impacts" would result from the proposal being developed and has issued a Determination of Nonsignificance ( "DNS "). The "DNS" was circulated to 10 other agencies of jurisdiction and other agencies/departments affected by the future development for review and comment. The "DNS" comment period ends and was advertised 15 calendar days before said date in the newsnaoer_ by letter to adiacent property owners 400 feet of the nronosal. by notice on a sign nosted on the nronosal site and by letter to the general mailing list. Hearing Examiner Committee may consider additional environmental related testimony and the "DNS" at the public hearing. VI. PLANNING DEPARTMENT: The proposal departs from the original approval granted by the Hearing Examiner Committee in 1984. The Planning Department recommends that the density be reduced to 21 units with a redesign providing for common open space and larger lots in the southeast portion of the site providing for transition of density for future residential development to the south and existing land uses east of Best Road. Redesign to be reviewed and approved the Planning Department. The redesign is to provide transition of density which was one of the main justifications for approval of the residential subdivision of Evergreen Point. This will also provide the needed precedent for future development to provide larger 8 -89 HEC Staff Report for PE- 1576 -89 Page 28 lots to the south and east. The proposal shall also be redesigned to provide for 5' of additional future road right of way along 24th Avenue with setbacks to be measured from the future right of way or acquisition area. VII. CONDITIONS OF APPROVAL The following Conditions of Approval are recommended to apply to the applicant(s), owner(s) of the property, heirs, assigns or any successors -in- interest to the subject property. PLANNING DEPARTMENT CONDITIONS AND PUD OVERLAY ZONE: 1. Legal description: The North 435.00 feet of the East 637.81 feet of Tract 211 of VERA, as per plat thereof recorded in Volume "0" of Plats, Page 30. Situate in County of Spokane, State of Washington 2. That a final PUD Site Plan shall be submitted and approved by the Planning Department prior to finalization of any portion of the proposal. The redesign shall include the following: 1. Entry modification to satisfaction of Fire District #1. 2. Indication of 5 ft. future Acquisition area for future right of way and utilities along 24th Avenue. 3. Recreational and vehicle parking areas are for residences and guests only. 4. 20 ft. Type IIllandscaping is required along 24th Avenue. 5. Only 21 lots shall be allowed. 6. Rezone for Urban Residential -3.5 (UR -3 -5) zoning and PUD overlay. 7. Design shall be slightly modified to provide a 25 ft. common open space area along the south side of lots 17 and 18 and along the east property line of lots 18, 19, and 20. Lots around the east Cul de Sac shall be a minimum of 12,000 sq. ft.. 3. All current standards of the UR -3.5 Zone, as amended, shall be complied with in the development of this site. 4. The preliminary plat of record approval is for the property legally described in the application for this proposal. 5. The Spokane County Planning Director /designee shall review any proposed final plat to ensure compliance with these Findings and Conditions of Approval. 6. The preliminary plat is given conditional approval for three (3) years, specifically to.October 1,1992. The applicant may request an extension of time by submitting a written request approximately forty -five (45) days prior to the above expiration date. 7. Appropriate utility easements shall be indicated on copies of the proposed final plat. Written approval of utility easements by appropriate utility companies must be received with the submittal of the final plat. 8. Three (3) current certificates of title shall be furnished the County Planning Department prior to filing the final plat. 8 -89 HEC Staff Report for PE- 1576 -89 Page 29 9. The following statement shall be placed in the final plat dedication: "No more than one (1) dwelling structure shall be placed on any lot, nor shall any lot be further subdivided for the purpose of creating additional Lots, ownerships or building sites without first filing and receiving approval of a replat." 10. The final plat map shall indicate by a clear dashed line the required yard setbacks from all private, "X" or public roads. The dedication shall contain the following statement that: "Side yard and rear yard setbacks shall be determined at the time building permits are requested. The setbacks indicated on this plat may be varied from if proper zoning approvals are obtained." 11. A plan for water facilities adequate for domestic service and fire protection shall be approved by the water purveyor, appropriate fire protection district, Spokane County Building & Safety Department and Spokane County Health District. The agencies will certify on the WATER PLAN, prior to the filing of the final plat or any phase of the preliminary plat, that the plan is in conformance with their respective needs and regulations. The WATER PLAN and certification shall be drafted on a transparency suitable for reproduction and be signed by the plat sponsor. 12. The purveyor shall also certify that appropriate contractual arrangements and schedule of improvements have been made with the plat sponsor for construction of the water system in accordance with the approved WATER PLAN. The time schedule shall provide for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the final plat. The arrangements or agreements shall 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 subdivision sponsor to satisfactorily complete the approved water system. 13. The final plat dedication shall contain the following statement: "The public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire protection district, County Building & Safety Department, and water purveyor, shall be installed within this subdivision, and the subdivider /sponsor shall 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" 14. A survey is required prior to the filing of a final plat. 15. Spokane County Planning Department is required to record with the County Auditor a "Title Notice," as prepared and signed by the applicant, for a future acquisition area for road right -of -way and utilities to run with the land, and the future acquisition area reservation shall not be removed without prior approval by the Spokane County Planning Department. Notice shall be recorded prior to the issuance of a building permit and shall provide the following: a. 5 feet of future acquisition area for road right -of -way and utilities, in addition to the existing right -of -way dedication required by the County Engineer, along 24th Avenue. 8 -89 HEC Staff Report for PE- 1576 -89 Page 30 b. Building and other setbacks required by the Spokane County Zoning Code shall be measured 25 feet from the edge of the Future Acquisition Area along 24th Avenue that is reserved for road right -of -way and utilities. c. The 5 foot Future Acquisition Area, until acquired by Spokane County, shall be private property and may be used as allowed in the zone, except any improvements (such as landscaping, parking, surface drainage, drainfields, signs or others) shall be considered "interim" uses. The property owner shall be responsible for relocating such "interim" improvements at the time Spokane County makes roadway improvements after acquiring said Future Acquisition Area. e. This "Title Notice" shall be signed by the applicant to serve as official notice and acknowledgement of said Future Acquisition Area for road right -of -way and utilities. 16. A specific landscape, signing, fencing, and lighting plan, planting and improvement schedule and provisions for maintenance acceptable to the Spokane County Planning Director /designee shall be submitted with a performance bond for the project prior to release of building permit. 17. The specific and detailed site improvement plan will be submitted for Planning Department review approval as part of the final plat and PUD review and prior to the issuance of building permits. Appropriate bonds or proof of construction must be submitted at the time of final plat review to cover the estimated cost of on -site improvements which were required as a part of the project approval. 18.. The PUD final plat drawing shall indicate all exterior boundary setbacks as well as setbacks from roadways and individual lot lines. 19. A copy of the Homeowners' Association Articles of Incorporation and Bylaws, together with any other provisions for maintenance of common areas and facilities, shall be submitted to the Spokane County Subdivision Administrator. 20. Upon filing the final plat the zone reclassification of the final plat area shall be finalized and the existing Agricultural zone classification shall be changed to Urban Residential -3.5 and PUD Overlay zone, consistent with the site plan contained in the files. COUNTY ENGINEER'S DEPARTMENT CONDITIONS 1. Plans, profiles, and cross- sections as designed to County standards showing proposed street centerline and curb grades shall be submitted to the County Engineer for approval prior to construction and/or the filing of each final plat road plans to be prepared under the direction of a licensed Professional Civil Engineer. 2. Drainage plans and design calculations showing the alignment of drainage facilities shall be submitted to the County Engineer for approval prior to construction and/or the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 3. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the 8 -89 HEC Staff Report for PE- 1576 -89 Page 31 ': 9'e XTGaaP County Engineer with "as- built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 4 No 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. 5. All required construction within the existing or proposed public right of way is to be completed prior to the release of a building permit or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements shall be filed with the County Engineer. 6. 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. 7. The applicant should be advised that individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the County road system. 8. Dedication of 10 feet of additional right -of -way along Best Road as depicted on the preliminary plat.. 9. A statement shall be placed in plat dedication that no direct access be allowed from lots to 24th Avenue. 10. Existing county roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. 11. Sidewalks are required along the arterial on 24th Avenue. 12. The word "applicant" shall include the owner or owners of the property, his heirs, assigns and successors. 13. The County Engineer has designated Typical Roadway Section Number Two, Collector Arterial Standard for the improvements of 24th Avenue which is adjacent to the proposed development. This will require the addition of approximately 10 to 12 ft of asphalt along the frontage of the development. The construction of curbing and sidewalk is also required. 14. The proposed private road(s) as shown on the preliminary plat serving 24 lots with: no extension possible is approved by the County Engineer. 15. Private road(s) shall be improved to Spokane County standard for a private road PUD Standard serving 24 lots. Subject to approval under Section 10.207 of the Spokane County Fire Code. 16. All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the plat. 8 -89 HEC Staff Report for PE- 1576 -89 Page 32 17. The following statement shall be placed in the plat dedication: "WARNING: Spokane County has no responsibility to build, improve, maintain or otherwise service the private roads contained within or provide service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said private road, and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain or provide drainage or snow removal on a private road. This requirement is and shall run with the land and shall be binding upon the owner(s), their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road as provided herein ". 18. 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. 19. The following statement must be placed in the plat dedication: "The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the plat having frontage thereon." 8 -89 HEC Staff Report for PE- 1576 -89 Page 33 COUNTY HEALTH DISTRICT CONDITIONS 1. Appropriate utility easements shall be indicated on copies of the preliminary plat of record for distribution by the Planning Department to the utility companies, Spokane County Engineer and the Spokane County Health District. Written approval of the easements by the utility companies must be received prior to the submittal of the final plat. 2. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 3. Water service shall be coordinated through the Director of Utilities, Spokane County. 4. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social & Health Services. 5. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the recorded service area of the water system proposed to serve the plat. 6. A plan for water facilities adequate for domestic use, domestic irrigation use and fire protection use shall be approved by the water purveyors. Said WATER PLAN must have been approved by the fire protection district and the appropriate health authorities. The health authorities, water supplier (purveyor) and the fire protection district will certify, prior to the filing of the fmal plat, on the face of said WATER PLAN that the plan is in conformance with their requirements and will adequately satisfy their respective needs. Said water plan and certification will be drafted on a transparency suitable for reproduction. 7. The purveyor will also certify prior to filing the final plat, on a copy of said WATER PLAN that appropriate contractual arrangements have been made with the plat sponsor for construction of the water system in accordance with the approved plan and time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the plat. The contractual arrangements will include a provision holding Spokane County/City of Spokane, Spokane County Health District and the purveyor harmless from claims by any lot/tract purchaser refused a building permit due to failure of the plat sponsor to satisfactorily complete the approved water system 8. A public sewer system will be made available for the plat and individual service will be provided to each lot prior to sale. Use of individual on -site sewage disposal systems shall not be authorized. 9. A statement shall be placed in the dedication to the effect that: "A public sewer system will be made available for the plat and individual service will be provided to each lot prior to sale. Use of individual on -site sewage system shall not be authorized." 10. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 11. The plat dedication will contain a statement to the effect that: "The public water system, as approved by County and state health authorities and the local fire district 8 -89 HEC Staff Report for PE- 1576 -89 Page 34 and purveyor, will be installed within this plat, and the subdivider will provide for individual domestic water service, as well as fire protection, to each lot/tract prior to sale of each lot." COUNTY UTILITIES DEPARTMENT CONDITIONS 1. Pursuant to the Board of County Commissioners Resolution No. 80 -0418, the use of on -site sewer disposal systems is hereby authorized. This authorization is conditioned on compliance with all rules and regulations of the Spokane County Health District and is further conditioned and subject to specific application approval and issuance of permits by the Health District. 2. The Owner(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. 3. Any sewerage service for this project shall be provided in accordance with the Comprehensive Wastewater Management Plan for Spokane County, as amended. 4. A dry sewer connection to the future areawide sewerage system is to be constructed. Plans and specifications for the dry sewer connection are to be reviewed and approved by the Utilities Department. COUNTY BUILDING & SAFETY DEPARTMENT CONDITIONS 1. The applicant shall contact the Department of Building and Safety at the earliest possible stage of design/development in order to be informed of Code requirements administered/enforced by the department, e.g., State Building Code Act regulations such as requirements for fire hydrant/flow, fire apparatus access roads, street address assignment, barrier -free regulations, engergy code regulations, and general coordination with other aspects of project implementation. 2. Requirements of Fire District No. 1 need to be satisfied during the building permit process. SPOKANE VALLEY FIRE DEPARTMENT 1. The entrance on 24th is not wide enough and the radiuses too tight for fire trucks and emergency vehicle access. Both radiuses need to be cut back. 2. One new fire hydrant needs to be installed at the southwest corner of the entrance on the south side of 24th. SPOKANE AIR POLLUTION CONTROL AUTHORITY 1. All air pollution ree ulations must be met. This includes but is not limited to the following: 8 -89 HEC Staff Report for PE- 1576 -89 Page 35 2. Air pollution regulations require that dust emissions during demolition, excavation and construction projects be controlled. This may require use of water sprays, tarps, sprinklers, or suspension of activity during certain weather conditions. Haul roads should be treated and emissions from the transfer of earthen material must be controlled as well as emissions from all other construction related activities. 3. Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surfaces. 4. All travelled surfaces (ingress, egress, parking areas, access roads) must be paved and kept clean. 5. Some objectionable odors will likely result during the construction phase of the project and from motor vehicles using the site following completion of the project and from occupants of the proposed project. 8 -89 HEC Staff Report for PE- 1576 -89 Page 36 EXISTING PARKING & PAVING FUTURE PAVED PARK I z AREA ,�AEW EDGE OF PAVING 3 SITE PLAN I \,Ar r LIG1 SOLO NEW PARKING Ezp1NG FDOE OF PAYMG EASING QPIS r SCFWAlk SPRAGUE AVENUE �, . LVO . /a.4i_ �S1 / 1/, s. fM�iLXi11L\ol�li��Y% -rte. . ate Tar ORAWAGE —44 r. • • FOR NEW LMIISCAAPE°— SCALE : 1/16' : 1' -O .5• s. Page 37 ZE -38 -89 RO TO 5 -3 SITE INFORMATION SITE AREA : 22,298 SO. FT. (.511 AC.) % BLDG. COVERAGE : 18.58% (4144 S.F.) % OPEN SPACE EXCLUDING PAVING : 32.85% (7325 S.F.) N SA NIL WOW! MILLET VICINITY MAP PROPOSED REZONE FOR : VIKING SEWING CENTER SPOKANE, WA. 1 or 1 sn 9 -89 HEC Or • for PE- 1576 -89 Page 3 PLANNING DEPARTMENT CONDITIONS AND PUD OVERLAY ZONE: 1 . Legal description: The North 435.00 feet of the East 637.81 feet of Tract 211 of VERA, as per plat thereof recorded in Volume "O" of Plats, Page 30. Situate in County of Spokane, State of Washington 2. That a final PUD Site Plan shall be submitted and approved by the Planning Department prior to finalization of any portion of the proposal. The redesign shall include the following: 1. Entry modification to satisfaction of Fire District #1. 2. Indication of 5 ft. future Acquisition area for future right of way and utilities along 24th Avenue. 3. No recreational vehicle storage shall be allowed on site. 4. 20 ft. Type III landscaping is required along 24th Avenue. 5. Rezone for Urban Residential-3.5 (UR -3 -5) zoning and PUD overlay. 6. Design shall be slightly modified to provide a 25 ft. common open space area along the southern property line. This buffer area may be modified to accommodate a maximum of 24 units as proposed. 3. All current standards of the UR -3.5 Zone and PUD Overlay Zone, as amended, shall be complied with in the development of this site. 4. The preliminary plat of record approval is for the property legally described in the application for this proposal. 5. The Spokane County Planning Director /designee shall review any proposed final plat to ensure compliance with these Findings and Conditions of Approval. 6. The preliminary plat is given conditional approval for three (3) years, specifically to.October 1,1992. The applicant may request an extension of time by submitting a written request approximately forty -five (45) days prior to the above expiration date. 7. Appropriate utility easements shall be indicated on copies of the proposed final plat. Written approval of utility easements by appropriate utility companies must be received with the submittal of the final plat. 8. Three (3) current certificates of title shall be furnished the County Planning Department prior to filing the final plat. 9. The following statement shall be placed in the final plat dedication: "No more than one (1) dwelling structure shall be placed on any lot, nor shall any lot be further subdivided for the purpose of creating additional lots, ownerships or building sites without first filing and reociving approval of a replat." 10. The final plat map shall indicate by a clear dashed line the required yard setbacks from all private or public roads. The dedication shall contain the following UFF.10E OE EuGlNEtP SPOFANE LOKW| FROM: Spokane County Engineers becarrment «uqost 16, 1989 TO Spokane County Planning Department uCurrent planning Administrator) SUB.): Road Conoitions for Plat, mame PE IS76 Number Evergreel The Following Londitions App]: to Flat Under Consideration: E ]- That conuitianal approval nt the plat b^ the County Ennineer as niven sub)ect to dedication or Right-of-Way and approval of the road svatem as Indicated in the preliminary plat mf record. E - 2- That Plans, profiles and cross sections as designed to County sianoards showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and/or the filing ot a final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer, E 3- That drainage plans ano design calcule+inn= shmxino the alignment of drainage facilities be submitted to the County Engineer for approval Prior to construction and/or the filing of the final plat. Drainage plans to be prepared uncer the direction of a licensed Professional Civil Engineer. 8 5- Construction within the proposed public streets and easements snail 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 ai/ disturbed monuments have been replaced. E 6- No construction work is to he nerformed witxin the existing or proposed Public Right-of-Way until a oermit has oeen issued by the County Engineer. All wor|, is s/.b/ect to inspec��z�/n and � app.ova] by the County Engi/.ep/ . E 7- All construction within the exzsino or oroocspd Public Right- of-Way is to be completed prior to filing inc final plat or a bond in the amount estimated by the County bnoinerr to cover the cost of consrro(tIon of improvement's. construction tertirzcati"n, "Ac - 1 157E a aae Built" p le with the hngi nrlc:1'. if 7- All ci_irt_.'Li'i.;ition within 1. '1 e' _ l' _.t fir; .it' r_irr.pcsc•d I'ubLic hi.glht :''f -Wa.y is 1:o Ihc. completed or'lnr to i lino the rinal plat or a born_ In the amount O:t_rnia't.ed by the L.r: nt, i_grlineer to cove' the cost of construction of improvements. cc.natructi_on certification. "As built" plans and r' :numentinq the street centerlines shall be tiled with the County Engineer. E12- Dedication ri, lci Road as depicted on E12- The applicant should be advised that individual driveway access permits are required prier to issuance of a building permit for driveway approaches to the County read system. ft. of additional Hight -of -Way along Pest e pr el - Ell A statement •.:h;:] l be placed in 1 :'let dedication that no direct access be allowed fr':'rn lots to h »venue. E16- Existing County roads providing access to the plat shall be paved and curbed to Spokane County standards. E18- That sidewalk_ are required along the arterial on 24th Avenue. E19- The word "applicant" shall i_ncluue the owner or property, his heirs. assigns and LuccessI ors,. Hers c f t E24 ]he County Engineer Ira'., clove r_7rr' +ted 1''c'i cal Roadway Section Number Twi:, Coliectt':,u Arterial Starn_laru for the improvement of 24th Avenue which is adjacent to tHa:' proposed development. this will require the addition of approhimately 10.to 12 ft. of asphalt alonq the frontage 'Of the development. 'The constructio of curbing and sidewalk is also required. The County E ngineer has designated Typical Roadway Section Number Two, ACCees Streer Standard for the improvement of Best Road which is adjacent to the proposed development. This will require the addition of apprn trnateiv 10 to 12 ft. of asphalt along the frontage of the development. The construction of curbing is also required. E27- That private road(S) be improved to Spokane County standard for a private read PUB Standard serving .:4 lot Subject to • approval under sec - ._'n 10.207 of the Spokane County Fire Code. E3u-- All vested owners shall e.ian and record private road documents as pre: ci it''d I'i the Spokane County Engineer. These docume - its shall ho reviewed and apul'_v2:: by the Spokane Count. e pr'_'p' ;ed pr vote roackn. :;i cwrr on the preliminary plat serving 24 lots with no r. tenaion p': "as?_ble is approved by the County Engineer. PE 1576 Engineer orior to rocnrdt:d with the Spokane hoontv Auditor, ReccaJing numbers shall he referenced in the dedicatory language of the plat. E31- Thut the fo]]owano statement be plated in the piat oedzratinn: WARNInL.: Pvoiaoc ko//nty has no resonnsibliat/ to build, improve, maintain or other wise service the private roads contained within or aro�i.diop service to the property described in this plat, 8y accepting this plat or subsequentl> by allowing a building permit to be issued on property on a orivate road. Spokane County assumes no "oLigation for said orivate road and the owners hereby acknowledge that the County has no obligation ci any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, imorove, maintain, provide drainage or snow removal on a private road" This reouirement as and shall run with the land and shall be banding upon the owner, their heirs, successors or assigns including the obligation to participate in the maintenance of the orivate road as provided herein, E32- The proposed plat shall be improved to the standards set forth in Spokane Lnuni, Board of Commissioners Resolutlon No. Ho- 1592, as amended. which e5tabl,shes regulations for roads, approaches. drainage ane fees in new cQnstrucflmn. E33- The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing County Road System warrants the dedication of additional Right of Way and the roadway improvements herein specified. E35- That the following statement must he placed in the plat dedication: "The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the plat having frontage thereon.'" - — The County Arterial Road plan identifies -24th_AYe as a [ 0liecto.r Arterial. The existing right of wa; width of 60 ft^ is not consistent with that specified in [The Plan. In order to implement the Arterial Road Plan it is recommended that in addition to the required right of way dedication, a strip of property 5 ft. an width along the 24th. Avenue frontage be set aside in reserve. This property may be acquired by Spokane County at the time when Arterial Improvements are made to 24 th. Avenue. FILE NUMBER(S): PE- 1576 -89 and ZE -39 -89 and PUDE -3 -89 DESCRIPTION OF PROPOSAL: To divide 6.3 acres into 24 lots for single family dwellings and to reclassify the zoning from Agricultural (A) to Urban Residential -7 (UR -7) and a Planned Unit Development for lot area flexibility and a common open space recreational area. PROPONENT: WRS & Associates, Inc., P.O.Box 14084, Spokane, WA 99214, (509) 926 -0777. LOCATION OF PROPOSAL: Generally located at the southwest comer of 24th Avenue and Best_Road, in the SW 1/4 of Section 26, Township 25 N., Range 44 EWM, Spokane County, Washington. LEAD AGENCY: SPOKANE COUNTY PLANNING DEPARTMENT DETERMINATION: The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is ppj required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197 -11- 340(2); the lead agency will not act on this proposal for at least 15 days from the date issued (below). Comments regarding this DNS must be submitted no later than 4:00 p.m., September 19, 1989, if they are intended to alter the DNS. ################# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## RESPONSIBLE OFFICIAL: WALLIS D. HUBBARD, PLANNING DIRECTOR By: Phone: DETERMINATION OF NONSIGNIFICANCE - "DNS" WAC 197 -11 -970 and Section 11.10.230(3) SPOKANE ENVIRONMENTAL ORDINANCE Steve Horobiowski, Current Planning Administrator (509) 456 -2205 Address: Spokane County Planning Department North 721 Jefferson Spokane, WA 99260 DATE ISSUED: August 11, 1989 SIGNATURE: COMMENTS REGARDINUENVRQ eirALCCKERIS ARE WELCOME AT'IEEBEARE'f ####################### # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## APPEAL OF THIS DETERMINATION, after it becomes final, may be made to the SPOKANE COUNTY PLANNING DEPARTMENT, North 721 Jefferson, Spokane, WA 99260. The appeal deadline is the same as the above project's appeal deadline, being ten (10) calendar days after the signing of the decision to approve or disapprove the project. This appeal must be written and the appellant should be prepared to make specific factual objections. Contact the Planning Department to assist you with the specifics for a SEPA appeal. ####################### # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## This DNS was mailed to: 1. WA State Department of Ecology (Olympia) 2. WA State Dept. of Social and Health Services 3. Spokane County Health District 4. County Engineer's 5. School District - #356 Central Valley 6. Fire District - #1 7. Water District - Vera Water and Power 8. Spokane County Air Pollution Control Authority ENVIRONMENTAL CHECKLIST SPOKANE ENVIRONMENTAL ORDINANCE SECTION 11.10.230(1) ZE- 39 -89 PUDE 3- 89 P E - 1576 -89 (VAC 197-11-960) Section 11.10.230(1) Purpose of Checklist: - Instructions for Applicants: SPOKANE ENVIRONMENTAL OIDIIWICE Environmental Checklist Fl le No. The State Environmental Policy Act (SEPA) chapter 43.21C RCN, requires all goven•ent•l agencies to consider the environmental lspect• of • propoul before waking decisions. An Environmental Impact Statement (EIS) tuft be prepared for .11 proposals with probable •lgnlf lent adverse lepac• on the quality of the environment. The purpose of this checklt•t le to provide information to help you and the agency Identify impacts trw your propo•l (and to reduce or avoid impacts froa the propoul, If It can be done) and to help the agency decide whether an EIS la required. This environ..nt•1 checklist asks you to describe some basic information •bout your proposal. Governmental agencies use thle checklist to determine whether the environa.nt•1 impacts of your proposal are •lgntficant, requiring preparation of an EIS. Aaswer the que•tlona briefly, with the most precise information known, or give the best description you can. You must anaser each question accurately and carefully, to the beat of your knowledge. In most cues, you should be able to answer the questions from your own observations or project plans without the need to hire exper•. If you really do not know the answer, or if • qu•tlon does not apply to your proposal, write 'do not know" or "does not apply.' Complete answers to the questions now may amid unnecessary delays later. Some questions ..k about governmental regulations, such as zoning, shoreline. and landmerk dezigut lase. Answer these questions If you can. If you have problems, the governmental agencies can assist you. The ch.cklt•t questions apply to all parts of your proposal, even If you plan to do tie over • period of time or on different parcels of lend. Attach any addltioasl Information that will destribe your proposal or its environmental ef The agency to which m,b.lt this checklist say ask you to explain your answers or provide additional intonation reasonably related to determining If there .ay he significant adverse impact. Use of checklist for no.pro}ct proposals: Complete this. checklist for oonproject proposals, even though questions may be answered - does not apply IN ADDITION, complete the StIPPIAaTAL SUIT TOI NONPIOJECT ACTIONS(Part D). , 1. Name of Q rppo.N, pro ject, { f . Fvernreen Paint Pun For nonproject actions, the reference. In the checklist to the words 'project," - *ppllcut,' and - property or site" should be read as - proposal," - proposer, and - effected geographic •rea,' respectively. 2. Name of Applicant: WRS & Associates Inc. 3. Address .ad phone saber of applicant or contact person: Richard 1. Mason, Inland Pacific Engineering Co.. South 25 Altamont, Spokane, WA 99202 535 -1410 Date checklist prepared: July 3. 1989 F...,. Agency requesting checklist: Spokane County Planning Department Proposed tieing or mhp.le (including phasing, if •ppllnsble): Begin development late fall 1989 nr early spring 1990. -Estimate 3 years for project•completeion. e. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes. explain. Proposed oroiect is o Refer to 7b below. b. Do you own or have option. ea laud nearby or adjacent to this - proposal? If yes, explain. The proposal is a portion of an approved preliminary plat which is presently under construction: Evergreen Point. aka Day -Break Fstates. (File- PF- 14fig -8&1 ZF- 81_nd) •a 1 .t :f - 1. It. 1' It 1' I1'1 5 111 • B. List am enelroA.eatal_infonetlon you know about that has been prepared, or will be prepared, directly related to this proposal. R April' 24, 19$4. (Inc 197 -11 -960) Section 11.10.230(1) A. BACKGROUND (continued) Do governmental application. are pending for goverental approval. of other prenatal. directly sliming the property covered by your proposal? I f ye.. explain. Building permits for Evergreen Point aka Day-Break Estates. which is presently under construction. 10. List any government approvals or permits that vill be needed for your proposal. It known. Rezone from Agricultural to UR -7 with PUD overlay, preliminary and final plat /PUD approval, building permits, sewer plans. water plans. street plans. drainaoe olans. 11. Give brief, complete description of your proposal. Including the propmed use. and the site of the project and mite. mere ere . e veral questions toter In chi. checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answer. on this Pete. 24 single family dwellinas on 5.36 acres. including security fencing and rnntrnllMd arracs_ pprima ter - lalxlerapin rnmmnn open ware and rerreatinn npportllniti ac 12. Location of the nropoW; tGive sufliclent.lidornStlon tow-person to uoderst.nd. the precise location of your proposed project, Including • street address, if any, sad ectlon, tosmblp and if known. I( • proposal would occur over • range of area, provide the range or boundaries of the sloe (s). Provide . destifptlon; pits plat.. viclalty Sep, and topographic. map. If reasonbiy available. While you should submit any plane required by the agency, you are not required to duplicate mime or detailed plans submitted with say permit application related to this cbecklt.t.. . , . ,. The _Theaopined_flUnAhe_swkaneauttatiLe_smithwesitsarner of the intersection of 24th Avenue and Best Rnad in the SWI'nf Section 26, T25N. R44E W.M. The site occupies approximately 6.3 acres of the northeast corner of Everareen Point. aka Dav - Break Estates. 13. Does the propmed action lie within the Aquifer Sensitive Area (ASA)l The Cenral Sever Service Aral The Priority Sever Service Area? The City of Spoken.? (Be.: Spoke County's AL Overlay Zone Atlas for boundaries). The proposed site.lies within the ASA and "the PS$A. TO RE m1 'Iailm R A!!! LICaT g. Euvrec mamas EIJ<NEW?S 1. EARTH •c General description of the alto (circle one): Fiat, other: !INANE ENVIRONMENTAL ORDINANCE b. What 1s the steepest slope on the site (approximate peasant slope)? Rt Whet general types of soils are found on the site (for example, clay, sand, grovel. pest, muck)? If you know the classification of agricultural soils, aeeffy the. and note any prime foreland. Garrison and Springdale •ravelly. well - drained.with slight erosion po enti Are there surface Indications or history of unstable *oils In the Immediate vicinity? 11 .o, describe. Nn 3 hilly, steep slope., mountainous. "gelation For Agency 0.. Only (WAC 197- 11-960) Section 11.10.210(1) R. ENVIRONMENTAL ELEMENTS(continued) f. Could erosion occur as • result of clearing, conrtructton, or use If so, generally describe. There is a potential for slight erosion while soils are exposed. It. About what percent of the •lt. will M covered with impervious surface[ after project construe- [Ion (for example, asphalt or belldinp)T Approximately 37% of the.site will he covered with impervious AIR surfacaS_ h. Propaeed measures to reduce or metro/ erosion, or other insects to the earth, if any: Reducing exposure and temporary coverings will reduce potential exposure. Dust from equipment will be the primary source of emissions d WATER No N/A ( No fireplaces will be the primary emitters. SPOKANE ENVIRONMENTAL ORDINANCE Desurlbe the purpose, type, end approximate quantities of any filling or grading proposed. Indicate source of f111. Some grading will be required for roadways and drainage. What type of emissions to [be'alr would result from the proposal (i.e., Mat, automobile, odors industrial, wood smoke) during construction and when the project Is completed? II "any, generally descrlbe and give approximate quantitate if known. 1 s tit l Y t1 1 1, 11 e)11 m e1 • 11111 s. • Are there any off -site sources of em or odor that may affect your proposal? if so, geodrally describe. c. Proposed - measures to modems or control emisslooa or other Sancta to air, If any: The proposed site liar adiarent to hats service. which could reduce the use of the automobile. Automobile emissions testing and restrictions. on wood burning will also reduce emissions. Surface: (1) Ie there any surface water body on or in the immediate vicinity of the site including year - round and seasonal et reams , saltwater, lakes, pond., wetlands)? If yea describe type and provide names. If appropriate, state what stream or river It flows Into. (2) will the project require any work over, In, or adjacent to (within 200 feet) the described waters? If yes, plea.. describe and attach available plane. d Evaluation Tor Agency Use Only (WAC 197 -11 -960) Section 11.10.230(1) ENVIRONMENTAL ELEMENTS (continued) (3) lettuce the amount of fill and dredge material that would be placed In or roved fro. the surface water or wetlands and Indicate the area of the •ite that would be affected. Indicate the source of fill material. N/A (4) Will the proposal require surface Rater withdrawals or diversions? Give general descrip- tion. purpose, and approximate quantities if known. (5) Does the proposal 11e within • 100 -year flood plain? it so, note location on the site plan. No (6) Doe. the proposal involve any discharges of waste materiels to surface waters? If so, describe the type of waste and anticipated volume of tlecb.3$. No No Nnno No spoLIn OlrlrORQRLL ORDINANCE Cl01D(D: (1) 11111 ground water be withdrawn. or will water be discharged to ground materl tin general description, purpose, and approximate quantities if Additional ground t.l;ter x.),11 b&Kithdrawr by Vara Wrier k Power - approximately 7,000 gallons (winter) to 40.000 gallons (summer). (2) Describe ante material that x111 be discharged fate the ground tram septic tanks or other unitary rote treatment facility. Describe the general size of tbe system. the ember of houses to be served (1f applicable) or the amber of gases the snten(s) ere expected to serve. (3) Describe any enters. ether thou thou designed few tha dispdmal of sanitary waste. Installed for the purpose of discharging fluids below tbe ground surface (includes ey.tes ouch as those for the dt.poni of storm ester or drainage fawn floor dales). Describe the type of system, the amount of material to be disposed of three the system and the types of aterials likely to M disposed of (including materials which may enter the system inadvertently through spills or as a result of fire fighting activities). Dry wells wil].be installed as a part of an approved 238 storm water treatment system. (4) Will any chemicele (especially organic solvents a petroleum fuels) be altered in above ground or underground stooge tank.? 11 so, what types ad quantities of materials will be stored? 5 Evaluation For Agency Dee Only (MAC 191 -11 -960) Section 11.10.230(1) S. ENVIRONMENTAL ELEMENTS (continued) SPOKANE ENVIRONMENTAL ORDINANCE (5) What protective oeuvres will be taken to Insure that leaks or spills of any chemicals stored or used on site will not be allowed to percolate to ground water (this Includes measures to keep chemicals out of disposal systems described in 3b(2) and 36(3)1 None. but the amount of rhpmirals stored nn sitp should_ be relatively small and limited to those normally associated with residential areas: pesticides, herbicides and cleaners. Water Runoff (including stone water): (1) Describe the source of runoff (Including stow water) end method of collection and titaness' if any (Include quantities, if know). Where will this water flow? Will this water flow into other eaten? If so, describe. Most runnft will result from rainfall and snornelt RUnoffS will he directed to specified retentinn areas where it will both evaporate and be filtered through soils. Excess ruitiif4 will' 'hp t'odtrolled by drywalls co' Yli1 .07 Nesiai:'be h.edied or'ueee on the :fi eiin - a i?e<gnde sberi :.pill or leak will drain to surface or ground water or to • store water disposal system discharging to surface or ground water? No (l) Gould. waste materials enter ground or surface waters? if so, generally describe. During periods of extremely high rainfall or snowmelt. residential.waste.materials could possibly enter around waters;throughtthe'dry wells which are a part of a 208 storm water treatment system..' , Proposal eseseres to reduce or eoutrol surface, ground, and runoff eater iesect., if any (1f Ike proposal active lies within the lgulfer Sensitive Area be especially clear cm explanations rebtleg to facilities concerning Sections 36(4), 3b(3), and 3c(2) of this checklist). Installation of an approved 208 storm water retention system PLANTS a. Check or circle type of vegetation found on the lite: deciduous tree: elder, maple, aspen, ocher. evergreen tree: fir, ceder, pine. other. shrub. grams. pasture. X crop or grain. wet soil plants, cattail. buttercup, bulirush, skunk cabbage, other. water plants: water aflly. eeigraes. mIlfoll, other. other types of vegetation. What kind and amount of vegetation will be removed or altered? Constructin will G � lMl nate ag'i til- torsi--- pro(iuetion on approximately 5 arrps_ List threatened or endangered species known to be on or near Lim site. None d. Proposed landscaping, use of native plan's, or other measures to preserve or enhance v egetsttnn on the mite, If any: New species will he introdu Uf landscaping and gardening. kvaL,atitn lot Agency Une Only (VAC 191- 11-960) Section 11.10.210(1) a. ENVIRONMENTAL ELEMENTS (continued) S. ANIMALS e. Circle any birds and enin•l• which have been observed on of neat the •its nr are knout, to be an or near the •tte: bird.: hawk, heron, eagle, other: aaanalsi deer: 'beer, elk, beaver, other: around squirrels and field mice i fah: bees, salmon, trout, herring, shellfish, other: other: List any threatened or endangered •pecle• known to be on or near the, Bite. None c. 1• the site part of • migration route? If so, explain. No SPOKANE ENV IRONMt NIAI ORDINANCE Proposed manures to preserve or enhance wildlife, If my: None, althouah landscapina and gardens will attract wildlife usually associated with urban dwellings. ENERGY Alm NATURAL RESDURCES . a. What kinds of energy (electric, natural gas, wood stow, solar) will be used to meet the the cospleted project'• energy needs? Describe whether It will be used for heating, manufac- turing, etc. . Both electricity and gas will be used for heating and electricity for liahtina. Wood stoves and.fireolaces may suoolement.heatina.- b. Would your project affect the potential use of solar eeergy by adjacent properties? If so, generally describe. . 11'n . Neat kinds of angrgy consonance fatness are included In the plane of this proposal? List ether proposed natures to reduce or control energy ?.pct., if any: None, althnogh rnmpliancv_ with local building rndoc wilt_ rMiire Ynergy ia4riarfcl t • ENVIRONENTAL HEALTH a. Ant then any osental health honed*, Including eapoaure to toxic chemicals, rink of fire and explosion, spill, or ha.rdoua waste, that could occur as • result of this proposal? If so, describe. (1) Describe special emergency services that might be required. N/A Evaluation For Agency Use Only (VAC 197-11 -960) Section 11.10.230(1) e. ENVIIODQNTAL !Ld1QMT! (continued) S POGNE ,UrvIRONRt/TAL OM NANCE ENVIRONMENTAL HEALTH (2) Proposed immures to redu• or <oetrol .nviro:ment• health hes•rd•, If any: N/A Nob..: (1) What types of noise exist In the area which may affect your project (for ample: traffic, equipment, operation, other? Antmmohilpc and trilrk traffir nn adjarent'arterialc is the primary noise yeneratnr in to area_ (2) What type* .ad levels of eaise would be created by or associated with tie project ou • short -berm or • long -tin Wls (for examples traffic. construction, operetta., other? Indicate whet hours noise would ea Pram the site. Short term nice during daylight hnurc will he generated by construction eauioment. Once complete.. normal noise levels associated with urban development will occur. (3) Proposed amoure to reduu or control aol.a Import., if any: Adherance to, and enforcement of. the County Noise Ordinanre will redurp potential noise impartc_ g. LAID 4WD 880U12111 OQ . • •. iii 1e q. wtnst ee of the site m MJ.cnt- properties? The site lc prncpntly vacani'and` surrounded by residential uses (some under construction.) W t alt. been toed for agrtcelnnt If se, d..<ribe. ". The -site was once part of-thepastures used by Early Dawn Dairy. c. Describe any •ttoctaws en the albs. J' one d. Will any structures M demolished? If .0. whlcht P<o e. What t• the current zoning ranee of the slut R -1 4 `ILV Z7.vyc/s,ll i ' I What Is the currant <reprehea.lve pl.n de.tgnatton of the site? Suburban g. If applicable, Mat I. the current shoreline enter program designation of the site? N/A h. Has any part of the •lbe been classified as .n "envlro at.lty sensitie area? If so, No .pacify. 1. Approrlat•ly how aany people would reside or work In the completed project? 72 Eva luatlon For Agency O.• Only (VAC 197 -11 -960) Section 11.10.230(1) 1. ENVIRONMENTAL ELEMENTS (continued) j. Approxi .rely how many people would the completed project displace? NQfP k. Proposed measure. to •void or reduce displacement impact., if any: N/A 1. Proposed measures to ensure the proposal Is compatible with existing and projected led uses and plans, If any: Fencing, landscaping and screening_ nlnnpd open spare HOUSING 6' a. Approrteately how many units would be provided, if any/ Indicate ebether high, middle, or low- income housing. 24 middle.income None 10. AESTHETICS a. What is the tallest height of any proposed structure (.), Rot including Buttons; what Is the principal exterior building matsrlal(s) proposed? No None None Approximately host Reny units, If any, would be eltalmetdt Indicate whether high, middle,or low -incase housing. Proposed measures to reduce or control housing impacts, 1f any: 11 / 30' SPOKANE ENVIROIKEJITAL ORDINANCE b. What view. in the immediate vicinity weld be altered et The proposal. in conjynction with ongoing construction will alter the _sa genPrall cuhurhan viotac c. Proposed measures to reduce or controlwthtic Impacts. if any: Landscaping and open space. 11. LIGHT AND MARE a. What type of light or glare ,,111 the proposal produce? Whet time of day would It mainly occur? Night street and vehicle lights. Could light or glare from the finished project be • safety hazard or Interfere with views What existing off-site sources of light or glare may affect your proposal? d. Proposed measure. to reduce or control light ad glare lmwact•. if any: q Evaluation For Agency U•e Only (VAC 197- 11-960) Section 11.10.2300) V. £RVItONNZWI L rta uTS (continued) No West of the or000sal. IPONANI INV1IOMm1TAL ®INANCI 12. RECREATION e. Whet designated end lateral r•creational opportunities are In the immediately vicinity? Terrace View Park and Pool lies approximately 1 mile b. Would the proposed project displace any existing recreational us..? If ea. describe. No Proposed measures to reduce or control l.pect• on recreation. Including recreation opportunities to be provided by the project or applicant, it any: Apprnximately one arre (16 %) of the site will he in open space. A portion of this open space will be further developed to provide active rerrpation nppnrtunitiac 13. HISTORIC AND COL204L PRESRVATION Are then any places or objects listed on, or proposed for natant, state, or local preserva- tion registers known to be on or next to the alts? If so, generally describe. Generally describe sty landearlts or evidence of historic archaeological, scientific or cultural importance loan to be on or next to the site. N/A c. Proposed measures to reduce or control impacts, If soy: N/A 14. TRANSPORTATION a. Identify public streets and highways serving the efts, and describe preened access to the a:lstias *treat system. Show on •Ite plans, if any. The proposed site lies adjacent to both Best Road and 24th Avenue (a collector arterial); and approximately 650 feet east of Evergreen Road. a orincioal arterial. Entrance will be.via 24th Avenue. Is site currently erred by public transit? If no what is the *peroni..te dltance to the nearest transit atop? Yes. along 24th Avenue. adiacent to the or000sal. Now .any parking .paces would the completed project haw? Bow .any would the project eliminate An addition of 96 private and 12 public off - street parkins spaces. Will the proposal require any new rude or •treed, er laprowaen• to existing roads or •treet• not Includas drlwvgA If •o, generally describe (indicate whether public or private). Approximately 750 feet of new roadway and 2 cul -de -sacs will be required for internal access. e. Will the project use (or occur in the hied late vicinity of) voter, rail, or air tr.n•portetlon? If s0, generally describe. No O Evaluation For Agency use Only (RAC 197 -11 -960) Section 11.10.230(1) B. ENVIRONMENTAL ELEMENTS (continued) 1. How Reny vehicular tripe per dry would be generated by the completed project? If known, indicate when peak would occur. The proposal would_aenerate aooroximately 170 trios Per day with peaks early morning and late afternoon. g. Proposed measurer to reduce or control tree portat]mm Spec[•, if any: The site lies adjacent to hum servirc 15. PUBLIC SERVICES e. Would the project result in an Increased need for public services (for example: Eire protection, police protection, health care, schools, other)? If se, generally describe. The proposal would require all public cervices normally associated with urban develooment. C. SIGNATURE ss�� •Date: � " 926 077? Person <moieties form: Phone: 535 -1410 ?OR STAPP USE ONLY Proposed sea mares to reduce or cottral direct impacts an public services, if any: The proposal is designed fnr controlled acrecc thereby potentially reducing the need for police Protection. 16. UTILITIES e. Circle utilities turn nilable at the sites tie u > rural ps aervtee a 1t myrtle system, or. All.rirrled are available at nr near the cite r to the construction of Evergreen Point. Describe the utilities that are proposed for the project, the utility providing the service and the general construction activities a ttie alto or Ins the immediate vicinity Mich sight be needed. The Sookane Valley sewer and Vera Water and Power are being extended onto the .site. Natural gas frnm WWP and Cox Cable service will be extended to the .site. I, the undersigned, swear under the penalty of perjury that the above response. are ..de truthfully and to the beet of my knowledge. I also understand that, should there be any willful misrepresentation or willful lack of fall disclosure on my pert, the agency soy withdraw any determination of nonsignhflranee that It might Issue In reliance upon this checklist. Staff Member(•) Reviewing Checkll•u c. Richard 1 Mason SPOKANE ENVIRONMENTAL ORDINANCE WRS $ As544iates Inc. (Please Print or Type) eve: • 1 P. 0. Box 14084 Spokane, WA 009 Date: Evaluation For Agency Use Only :oily 20. 1989 lased on t r staff review of the environsenul checklist and other per nt Info ion, the ruff: A. Conclude. that there are no prohibit slant(tcant adeer•e 1 •et• • ecosed• • determination of nonalgnlf lance. b. Conclude that probable rignlf/unt advert. envirasent• impacts do ezi•t for the current propo•l and recommends • •ltig•ted deter- mination of nonsignificant, with conditions. Conclude that there are probable significant adpeepe envlronent•1 impacts and recommends • determination of •ignlfic•nce. PUDIC YEg - 1175.00 ZE -39 -89 PUDE -3 -89 PE- 1576 -89 •fl .11. • 23rd • TWENTT•FOURT 5o 152 ' 15 A. Project Name: Cde2.G/LEE.d At 0-r- ? J D PROPOSAL Number of Parcels: Section 26, T. 'mac N., R. j E.W.M.; Quarter 1 2 3 4 DEVELOPER or AGENT OWNER ENGINEER Remarks: Name: C. INSPECTION Date: / / By: Remarks: D. SPECIFIC CONDITIONS: E. FINAL PLAT CHECKS S P O K A N E C O U N T Y E N G I N E E R — PRELIMINARY CONSULTATION -- Name. Address: Phone: Business Name: Address: Phone: Business / PE Address: Phone: Business Fee Paid: Date Amount Mathematical & Surveying Checks: No. 1 Date No. 2 Date No. 3 Date /470 By By By Additional mathematical and Surveying Checks: No. 4 Date By No. 5 Date By No. 6 Date By No. 7 Date By • Preliminary a) Right —of —Way .e 5 Conditions b) Curb v 5 c) Sidewalk t/ e 5 d) Pave P 5 e) Approaches t", f) Drainage VP - 5 g) State /City Review Yes ( ) °° I sckf Home Home Home B. PRELIMINARY CONSULTATION: Date: '7 /21 / 4 9 By: 1.2 r/'G 75 , ,s No f) Number NOTE: This proposal must comply with Spokane County Regulations for Roads, Ap— proach and Drainage in New Construction; Board of County Commissioners Resolution No. 80 -1592 as amended. Conditions are preliminary and may change after field in— spection and review of County records. Fee Paid: Yes No Amount $ 321 C h Chef k 5 7 7 8 Planning Application Signed: Date 7 / 2'% / 8% By: Check Cash Fee Amt. &Dt.Pd. Fee Amt. &Dt.Pd. Fee Amt. &Dt.Pd. Fee Amt. &Dt.Pd. 1/81- PRELIMINARY PLAT APPLICATION FORM PART " I - TO BE COMPLETED SUBDIVISION NAME & Evergreen Point PUD Proposed density: indicate.'the proposed land use'.of Duplexes ( ) - Indicate lots for Multi - family dwelling,uni'ts ( ,') Mobile Homes (, ).. *other;( ,) LAND. USE 1$76r.e BY APPLICANT AND SURVEYOR - vv Comprehensive Plan Category: .. Suburban P Amount of land in Subdivision: 6.3 Acres Number of tots: ' "24` 3.8 ' Lote /Gross` acre Amount of adjoining land controlled by this owner or sponsor: 60 Acres What is the distance in miles to: 1) The nearest,,fire station:• 2 3/4 2) Shopping facilities:' 1 ; 3) Municipaic boundary b • Describe;' any ,non - residential use proposed in. the ;Plat: What is the present use of the property proposed,to ?bexplatted:, List type of uses: Cultivated land: 5.0- aciasetYpasiur Timber:. acres;.: - ,,Vacant: 1.3 acres.'..?. 0thei Tax Parcel No.s 26543 -0205' UR -7 & PUD Overlay the plat: Single 'Family; Dwellings (X duplexes:- s,t'•i,:.; "''' - Indicate "'which `lots'::; ' .' .Describe other ?;usea�� r To what level of improvement will 'streets be constructed?;.Gravel(.' )'= 'Minimum' Curb & Gravel ( ); Curb & Paved.(. ); 'Paved onl `:(- q Describe any combinationa.of above :. Entr..and preimeter: public :roads 'curbed; &paved • What is the time O . . period expected for complete :developmentyofthe,Plat:.:_ Is dedication of any land for Y: public use: contemplate No (X ); Yes ( ) - Describe: Indicate the size of units proposed to be constructed: '1400 =1800 Number of bedrooms: 2 - Estimated Sale Price: $HU,000- z1Uu,uuu. UTILITIES . Indicate the proposed method of sewage disposal: Septic tank ( ); Lagoon_( Treatment plant (X ); Other, 'or combinations „(Describe) Indicate the proposed source of water supply::'' Individual wells ( );: Public system (X ); private community system ( Indicate the distance from this proposal to the nearest existing water main: 25 ft; Indicate size of nearest main:' 10 .'inches. Indicate the distance from this proposal to the nearest public sewer line”' 1/4 mile . ,, List utility companies or districts expected to _provide service to thisplat: Electricity: Vera .; Gas: WWP ,; .Water: V EP RA ; Phone: PNB A. ALL SIGNATURE BLOCKS MUST BE FILLED IN, IF APPROPRIATE, BEFORE RETURNING TO THE SUBDIVISION ADMINISTRATOR ACKNOWLEDGEMENTS I, the undersigned, have completed the information requested, and the Preliminary Plat has been prepared by me under my supervision in accordance with t ts of the Spokane County Planning Department and the laws of t ngton. I, the , swear under the penalty of perjury tbat,the above responses are made truthfully and to the best of'.my. knowledge. 'I further swear plat, owner there part, might_ that I AM THE OWNER OF RECORD of the eite.propoeed'as, the preliminary or if not the owner, attached herewith is a'written'permi'ssion from said authorizing my actions on his or her behalf. - raise understand,:should by any willful misrepresentation or willful lack or full disclosre on my Spokane County may withdraw any Decla jtion o Non- Significance that it. issue in reliance upon this chec ^ • NOTARY PART A. V A. County Utiliti ot) been sat PART Signed: Address: Signa ijre & Title Signature & Title Signature & 'Title S S . Z S - 2 ta-n, .fi Address: ? { *C�,n..a4 2. (di>. NOTARY: c._±.:(-K) Date: 71Z 7/89 Phone: 3S= /d/ /O Zip: 99Z Signed: ens. Phone: c53 S� , Zip: �y r�� Date: 21a7 II - TO BE COMPLETED BY WATER PURVEYOR A. This subdivision (is) (lest) situated within our service area. B. We are (able) (nei-eb•&a) & willing to supply this subdivision with adequate water for (domestic) (fire) (intimma Lal) (oe®rwstal) uses. C. Satisfactory arrangement (hare) (have not) been made to serve this proposal. - D. Signature (only when items A, 8 & C are true and completed) E. Private (wells) (water system) Ssenied) as an interim water I source. Purveyor's Name ' ` Signature & Title - . Date • Date: -7 4'7/6c/ PART - TO BE COMPLETED BY SPOKANE COUNTY HEALTH DISTRICT A. Health District staff has has completed a field investigation of the site. B. Health District requirements for preliminary plats have (have not) been satisfied. PART IV - TO BE COMPLETED BY COUNTY ENGINEER'S OFFICE County Engineer's Office requirements for preliminary plats have (have not) been satisfied subject to submission & approval of drainage calculations and draiJ} age plan. Date 1 27 '8y Date ' - TO BE COMPELTED BY COUNTY UTILITIES DEPARTMENT Department requirements for preliminary plat have (have ied. Signature & Title PARS VI - TO BE COMPLETED BY COUNTY BUILDING & A. Fire flow of t gallons per minute required f q� 7-2-147 SAFZY - 3 9 0 8 6 O sr.,1576 n1 8 9 Date TO THE ORDER OF RM-4 81(808 REDIFORM RECEIPT Date 'I- z 7 19 ' 9 0884 Received From_in Addrecc Dollars $.J• For P..1-��.c�,......� , _ . Eceg; - � 211 t - ACCOUNT AMT. CO OP ACCOUNT AMT. PAID BALANCE DUE CHECK MONEY ORDER HOW PAID I By INLAND PACIFIC ENGINEERING COMPANY GENERAL ACCOUNT S. 25 ALTAMONT (509) 535 -1410 SPOKANE, WA 99202 PAY / // Me //4/1/41 1 7L - a J/ /Co J L J 000 5 178" ': i 2 5 /0001391,1 707w? t ion 70 • SPUME tourm Erk'^-'N rgli N. 811 EFc D A /DAT WASHINGTON TRUST BANK W. 717 Sprague Spokane. Washington 99204 28-8/1251 8128184T PAVE E: DETACH THIS STATEMENT BEFORE DEPOSITING CHECK INLAND PACIFIC ENGINEERING COMPANY DATE - DESCRIPTION AMOUNT fit/( r rl Art/ /4°/ AMOUNT UJ $ 31° 2 Prepared by: INLAND PACIFIC ENGINEERING South 25 A1tamont Spokane, WA 99202 (509)- 535 -1410 EVERGREEN POINT SUMMIT STORM DRAINAGE ANALYSIS December 27, 1989 PURPOSE, The purpose of this report is to determine the extent of storm drainage facilities which will be required to dispose of stormwater runoff created by the development of Evergreen Point Summit. The storm drainage facilities on this project will be designed to dispose of runoff from a ten year design storm. This development is within the Aquifer Sensitive Area and is subject to "208" requirements. ANALYSTS METHODOLOGY The Rational Method, which is recommended for basins less than ten acres in size, will be used to determine the peak discharges and runoff volumes. PROJECT DESCRTPTTON Evergreen Point Summit is a 6.3 acre, 24 lot, Planned Unit Development located at the southwest corner of 24th Avenue and Best Road in the SW 1/4 of Section 26, T 25 N, R 44 EWM. Sheet 76 of the Soil Survey of Spokane County Washinatou (copy attached) shows that the soil type is SxB (Springdale gravelly sandy loam, 0 to 20% sideslopes) which is somewhat excessively drained and has moderately rapid permeability. In the future developed condition, the development will be divided into 6 basins, A through F, by the crowns and high points of the various road improvements. (see basin map attached) Basin E which includes a portion of 24th Avenue and the future right of way of Bannen Road and Basin F which includes a portion of Best Road were not analyzed in this report and will be considered in the next phases to the west and south respectively. CAI,CIII,ATIONS The total Basin areas and the Basin impervious areas used to calculate stormwater runoff are as follows: BASIN A 105,225 2.416 13,400 .308 B 140,200 3.219 18,400 .422 C 25,475 .585.e 12,800 .294 D 26,750 .614 13,900 .319 "C" Factor for Rational Method TOTAL AREA IMPERVIOUS AREA $Q_ FT_ ACRRS SO FT ACRES The "C" Factor was taken from page 6 -2 of Guidelines for Stormwater Manaap ment. The gross area of the plat is 6.36 acres with 24 lots, which results in a density of 3.8 dwelling units per gross acre. The "C" Factor for a density of 4 lots per acre or .40 was used for Basins A and B. For Basins C and D the "C" Factors are as calculated below. Basin C - C = [.9(.294) +.15(.585- .294)]/.585 = .52 Basin D - C = [.9(.319) +.15(.614- .319)]/.614 = .54 Time of Concentration and Peak Flow The times of concentration and peak flow calculations along with the Bowstring calculation sheets for each basin are on the pages following. Note that the gutter flow calculations for Basins A, B, and C are for Type "C" curb with a street side inverse cross slope (Z1) of 50 and a curbside inverse cross slope (Z2) of 4.5. DRYWFJJ,S Basins A The peak runoff from Basin A will be disposed of in 2 Type "B" drywells with a combined capacity of 2.0 cfs. See attached Bowstring calculations. Basin B The peak runoff from Basin B will be disposed of in a 2 Type "B" drywells. See attached Bowstring calculations. Basin C The peak runoff from Basin C will be disposed of in a Type "B" drywell. See attached Bowstring calculations. Basin D The peak runoff from Basin D will be disposed of in a Type "B" drywell. See attached Bowstring calculations. =Is DROPS AND INJ,FTS It is necessary to check the adequacy of curb drops and curb inlets provided to divert the flows from the gutter to the '208' ponds. The runoff going to Ponds A and B2 will flow to the low point at the back of the cul de sac into a gutter section in the middle of the parking area and into the pond through a concrete gutter. The runoff to Pond D will enter through a standard curb drop which is in sump condition. Runoff enters Pond C through a curb opening to the south of the pond in sump condition and through a curb inlet in 24th Avenue on the north side of the pond. The calculations for the curb inlet for Pond C and the curb opening for Pond B1 are shown as follows. Grate Calculation The grate inlet at Sta. 10 +50 24th Avenue will catch runoff in the gutter line flowing from the west and transport it to Pond C through an 8" Ductile Iron Pipe (DIP). The grate calculation is as follows: Z = 40 S = .0092 n = .016 Upstream area = 250(26) = 6500 sq.ft. = .149 acres Q = .9(3.18)(.149) = .43 cfs flowing from the west into the grate. Using the method outlined in Guidelines, L = V /2(y +d)" y = .145, d = .11 from Figure 18 w = Zd = 4.4 ft. V = Q/A = .43/(4.4(.11)/2) PEAK FLOW CALCULATION BASIN A Tot. Area 2.416 Imp. Area 0.308 C = 0.40 CASE 1 A CASE 2 160 ft. Overland Flow rt = L = n = S = Tc = 5.88 min., by Equation 3 -2 of Guidelines 360 ft. Gutter Flow Z1 = Z2 = n = S 0.84 0.09 0.15 160 ft. 0.40 0.020 50 4.5 0.016 0.025 d = 0.18 ft. R Q Tc Tc total I Qc 2.43 Qpeak for Case 1 = 2.43 cfs 2.07 7.95 2.52 2.43 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow = .9(3.18)(Imp. Area) = 0.88 cfs So, the Peak flow for the Basin is the greater of the two flows, 2.43 cfs BOWSTRING METHOD DETENTION BASIN DESIGN Tine Incredent (min) Tice of Conc. (Ain) 7.55 Outflow ids) 2 Design Year Flow 10 Area (acres) 2 2.416 inoervieus Area isq ft) 13400 C' Pact. 0,4 208• Volume Provided 649 Area 4 C 0.966 Tice ine Inc. Intensity 0 revel. Vol. In Vol. Out Storage (min) (min) (in /hr) (cf;) (cu ft) (cu ft) (cu ft) 7.95 477 2.52 2.43 1556 954 602 5 300 3.13 3.07 1235 600 635 10 600 2.24 2.16 1650 1200 450 15 900 1.77 1.71 1817 1800 17 20 1200 1,45 1.40 1909 2400 -491 25 1500 1.21 1.17 1944 3000 -1056 30 1800 1.04 1.01 1972 3600 -1628 35 2100 0.91 0.83 1987 4200 -2211 40 2400 0.32 0.79 2030 4800 -2770 45 2700 0.74 0.72 2047 5400 -3353 50 3000 0.63 0.66 2078 6000 -3922 55 3300 0.64 0.62 2141 6600 -4459 60 3600 0.61 0.5? 2218 7200 -4982 65 3900 0.60 0.58 2355 7800 -5445 70 4200 0.53 0.56 2445 8400 -57555 75 4500 0.56 0.54 2523 9000 -6477 30 4800 0.53 0.51 2542 9600 -7053 1E5 5100 0.52 0.50 2644 10200 -7556 50 5400 0.50 0.43 2683 10800 -3112 ;, 5700 0.49 0.47 2776 11400 -8624 100 6000 0,48 0.46 2858 12000 -9142 208' DRAINA'6E POND CALCULATIONS Required '203' Storage Vslune = Iaoervious Area x .5 in r 12 in /ft 203' Storage Volune Provided DRYWELL RE9UIREMENTS - 10 YEAR DESIGN STORM Maximum Storage Required by Bowstring Number and Type of Drywells Required PROJECT: Evergreen Point Summit BASIN: A DESIGNER: SPE . DATE: 12/26/59 558 cu ft 645 cu ft 635 cu ft 0 Type 'A' 2 Type '8° PEAK FLOW CALCULATION BASIN B Tot. Area 3.219 Imp. Area 0.422 C = 0.40 CASE 1 CASE 2 60 ft. Overland Flow Ct = 0.15 L = 60 ft. n = 0.40 J = 0.020 Tc = 3.27 min., by Equation 3 -2 of Guidelines 330 ft. Gutter Flow Zi = Z2 = n = S = 1.09 50 4.5 0.016 0.035 d = 0.20 ft. A R Q Tc Tc total I Qc 0.10 4.09 Qpeak for Case 1 = 4.09 cfs 1.47 5.00 3.18 4.09 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow = .9(3.18)(Imp. Area) = 1.21 cfs So, the Peak flow for the Basin is the greater of the two flows, 4.09 cfs 30NETRING METHOD DETENTION BASIN DESIGN Tice Increment (min) 5 T102 of Conc. (min) 5 Outflow (cfs) 2 Desion Year Flow 10 Area (acres) 3.219 Impervious Area (so it) 18400 C' Factor 0.4 208' Volume Provided 1113 Area t C 1.293 Time Time Inc. Intensity 0 Devel. Vol. In Vol. Out Storage (min) (min) tin /nr) (cfs) (co ft) (cu ft) (cu ft) 5 300 3.18 4.09 1646 600 1046 5 300 3.18 4.09 1646 600 1046 10 600 2.24 2.88 22025 1200 825 15 900 1.77 2.28 2294 1800 484 20 1200 1.45 1.87 2431 2400 31 25 1500 1.21 1,56 2476 3000 -504 30 1800 1.04 1.34 2547 3600 -1053 35 2100 0.91 1.17 2580 4200 -i620 40 2400 0.82 1.06 2642 4900 -2158 45 2700 0.74 0.95 2670 5400 -2730 50 3000 0.68 0.89 2716 6000 -3234 55 3300 0.64 0.82 2805 6600 -3797 60 3600 0.61 0.79 2908 7200 -4292 65 3900 0.60 0.77 3092 7800 -4708 70 4200 0.59 0.75 32i3 8400 -5197 75 4500 0.56 0.72 3318 9000 -56E2 80 4800 0.53 0.68 3345 9600 -6255 95 5100 0.52 0.67 3423 10200 -6717 90 5400 0.50 0.54 3542 10800 -7258 95 5700 0.44 0.63 3661 11400 -7739 100 6000 0.48 0.62 3771 12000 -8229 208' DRAINAGE POND CALCULATIONS Raouired '208' Storage Volume = Impervious Area x .5 in / 12 in /ft 208' Stcraoe Volume Provided DR'YNELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum Storage Required by bowstring Number and Type of Drywelis Required PROJECT: Evergreen Point Summit BASIN: 8 DESIGNER: SPS DATE: 12/26/89 767 cu ft 1113 cu ft 1046 cu ft 0 Type 'A° 2 Type '8' PEAK FLOW CALCULATION BASIN C Tot. Area 0.585 Imp. Area 0.294 C = 0.52 CASE 1 CASE 2 50 ft. Overland Flow Ct = 0.15 L = 50 ft. n = 0.40 S = 0.020 Tc = 2.93 min., by Equation 3 -2 of Guidelines w 250 ft. Gutter Flow 5.82 Z = n J 40 0.016 0.014 d = 0.15 ft. A Q Tc Tc total I Qc 0.42 0.97 Qpeak for Case 1 = 0.97 cfs 1.82 5.00 3.18 0.97 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow = .9(3.18)(Imp. Area) = 0.84 cfs So, the Peak flow for the Basin is the greater of the two flows, 0.97 cfs EON3TRIUG METHOD DETENTION 3A3IN DESIGN Time Increment (min) 5 Time of Conc. fain) 5 Outflow (cis) 1 Design Year Flow 10 Area (acres) 0.535 iaoervious Area (sq ft) 12800 C' Factor 0,5'_ 209' Volume Provided 612 Area t C 0.304 Time Tine Inc. Intensity 0 Devel. Vol. In Vol. Out Storage (min) (min) (in /hr) (cfs) Icu ft) (cu ft) (cu ft) 5 300 3.18 0.97 389 300 89 5 300 3.15 0,97 399 300 89 10 600 2.24 0.68 478 600 -122 15 900 1.77 0.54 540 900 -360 20 1200 1.45 0.44 574 1200 -626 25 1500 1.21 0.37 590 1500 -910 30 1200 1.04 0.32 602 1900 -1198 35 2100 0.51 0.28 610 2100 -1490 40 2400 0.32 0.25 624 2400 -1776 45 2700 0.74 0.23 631 2700 -2069 50 3000 0.68 0,21 642 3000 -2358 55 3300 0.64 0.19 662 3300 -2638 60 3600 0.61 0.19 637 3600 -2913 65 3900 0.60 0.18 730 3900 -3170 70 4200 0.58 0.19 759 4200 -3441 75 4500 0.56 0.17 784 4500 -3716 EO 4800 0.53 0.16 790 4800 -4010 55 5100 0.52 0.16 823 5100 -4277 90 5400 0.50 0.15 837 5400 -4563 95 5700 0.49 0.15 865 5700 -4335 100 6000 0.48 0.15 891 6000 -5109 208' DRAINA&E ADO CALCULATIONS neouired '208' Storage Volume iocervious Area z .5 in / 12 in /it 203' Storage Volume Provided D'n'iWELL REQUIREMENTS - 10 YEAR DESIEN STORM Maslmum Storage Required by Eowstrang Number and Type of Drywells Required PROJECT: Evergreen Point Summit BASIN; C DESIGNER: SPS DATE: 12/26/89 533 cu it 612 cu ft 89 cu It 0 Type 'A• 1 Type '8' PEAK FLOW CALCULATION BASIN D Tot. Area 0.614 Imp. Area 0.319 C = 0.54 CASE 1 CASE 2 0 ft. Overland Flow Ct = L = n = S = 0.15 0 ft. 0.40 0.020 Tc = 0.00 min., by Equation 3 -2 of Guidelines w 490 ft. Gutter Flow Z = n = S = 6.00 0.45 40 0.016 0.014 d = 0.15 ft. A Q Tc Tc total I Qc 1.05 3.49 Qpeak for Case 1 = 1.05 cfs 5.00 3.18 1.05 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow = .9(3.18)(Imp. Area) = 0.91 cfs So, the Peak flow for the Basin is the greater of the two flows, 1.05 cfs 30116TRIN5 METHOD PROJECT: Evergreen Point Sunoit DETENTION BASIN (DESIGN floe increment fain) 5 Time of Conc. (uin) 5 Outflow (cfs) 1 Deeefen Year Flow 10 Area (acree) 0.614 ioge,rvious Area 1E0 ft) 13 C Factor 0.54 208' Volume Proriced 595 Area t C 0.332 203' DRAINAE_ FPND CALCULATIONS Required '20E' Storage Veiuoe = Inc=- rv_eus Area x .5 in / 12 iniit 206' Storage Volute Provided ORYUELL REQUIREMENTS - 10 YEAR DESIGN STCR:7 Maxl@uE Storage Required by Bowstring Number and Type of Dryw ?lls Required BASIN: D DESIGNER: SPS DATE: 12/27/89 TIM? TIEE Inc. Intensity 0 Level. Vol. In Vol, Out Storage loin) (ean) (in /hr) (cis) (cu ft) (cu ft) ( :u ft) 5 300 3.13 1.05 424 300 124 5 300 3.13 1.05 424 300 124 10 600 2,24 0,74 521 600 -79 15 900 1.77 0.59 598 400 -312 20 1200 1.45 0.48 626 1200 -574 25 1500 1.21 0.40 643 1500 -857 30 1800 1.04 0.34 656 1800 -1144 35 2100 0,51 0. 30 664 2100 -1436 40 2400 0.32 0.27 680 2400 -1720 45 2700 0.74 0.25 687 2700 -2013 50 3000 0.68 0.25 699 3000 -2301 55 3300 0.64 0.21 722 3300 -2578 60 3600 0.61 0,20 742 3600 -2851 65 5700 0.60 0.20 796 3900 -3104 70 4200 0.53 0.19 627 4200 -3373 75 4500 0.56 0.19 854 4500 -3646 80 4800 0.53 0.15 861 4800 -3939 25 5100 0.52 0.17 897 5100 -4203 90 5400 0.50 0.17 912 5400 -4488 55 5700 0.49 0.16 943 5700 -4757 100 n000 0.46 0.1S 971 6000 -5029 579 Eu it 575 cc ft 124 cu ft 0 Type °A° 1 Type "8' CUFBINS OF EXISTING FAVINS TYPE '9' CUFF STREET: 2 Avenue DATE: 10/27/89 PROJECT: Evergreen Point PUD BY: SPS 1/2 PAVING WIDTH 20.00 FIELD INFORMATION OFFICE CALCULATIONS STATION CL ELEV EP ELEV CL GRADE DISTANCE (ROES 1/2 PW- MIN CURB MAX CURB PROPOSED GRADE STATION CL TO EP SLOPE DIST CL EP -4.57 -2X CURB EL 600.00 72.26 72.06 14.00 -0.014 4.50 72,24 72.76 72.36 - 0.00872 -0.01064 647.00 71.85 71,70 13.50 -0.011 5.00 71.86 71,99 71.86 0.00113 0.00415 700.00 71.91 71,87 13.70 -0.003 4.80 72.04 72.16 72.08 0.00740 0.00560 750.00 72.23 72.13 14.00 -0,007 4.50 72.36 72.49 72.36 0.00 0,00240 300.00 72,33 72.18 14.20 -0.014 4.30 72.37 72.48 72.48 - 0.00740 -0.00920 850.00 72.01 71,82 14.30 -0.013 4.20 72.02 72.12 72.02 - 0.02380 - 0.02420 900,00 70.82 70.62 14.20 -0.014 4.30 70.81 70.92 70.81 - 0.02300 -0.01700 950.00 69.67 69,77 14.20 0.007 4.30 69.96 70.07 69.96 -0.00320 -0.01360 1000.00 69.26 69.10 14.00 -0.011 4.50 69.23 69.40 69.28 - 0.00960 - 0.00920 1050.00 68.78 63.62 14.40 -0.011 4.10 68.82 68.92 68.82 - 0.00840 - 0.00760 1100.00 68.36 68,26 14.00 -0.007 4.50 68.44 68.56 68.44 -0.00820 -0.00500 1150.00 67.95 68.00 13.50 0.004 5.00 68.16 68.29 68.19 - 0.00600 -0,00900 1200.00 67.65 67.63 13.50 -0.001 5.00 67.79 67.92 67.79 - 0.01220 -0.01640 1250.00 67.04 66.21 13.60 -0.017 4.90 66.97 67.10 66.27 - 0,02300 *VALUE! 1300.00 65.29 *VALUE! *VALUE! *VALUE' *VALUE! - 0.02113 *VALUE! 1329.81 65.26 *VALUE! *VALUE! *VALUE! *VALUE! - 0.01199 *VALUE! 137 64.67 t1,22 14.00 - 0.032 4.50 64.40 64.52 64.52 600.00 647.00 700.00 750.00 800.00 850.00 900.00 5'50.00 1000.00 1050,00 1100.00 1150.00 1200.00 1250.00 1300.00 1329.81 1374.00 CURBING OF EXISTING PAVING TYPE '8' CURE STREET: Best Avenue DATE: 10927/84 PROJECT: Evergreen Point PUD BY: SPE 1/2 PAVING WIDTH 18.00 FIELD INFORMATION OFFICE CALCULATIONS STATION CL ELEV EP ELEV CL GRADE DISTAtrCE CROSS 1/2 PW- MIN CURB MAX CURB PROPOSED GRADE STATION CL TO EP SLOPE DIST CL EP -4.51 -27. CURB EL 2100.00 57.27 56.90 2150.00 59,37 59.39 2200.00 60.13 60.25 2250,00 60.21 60.02 2300.00 59.94 59.59 2350.00 60.05 59.76 2400.00 60.33 59.90 2450.00 60.76 60.33 2500.00 61.55 61.21 2 550.00 62,90 62.16 2600.00 64.92 2618.88 65.26 2.50 -0.044 8,00 56,93 57.13 57.03 0.04200 0.04900 10.00 0.002 6.50 59.43 59.65 59.48 0.01520 0.02080 10.50 0.011 6.00 60.37 60.52 60.52 0.00160 - 0,00720 11.00 -0.017 5.50 60.16 60.30 60.16 - 0.00540 - 0.00720 12.50 -0.028 4.00 59.30 59.90 59.30 0.00220 0.00440 12.60 - 0.023 3.90 59.97 60.07 60.02 0.00560 0.00400 13.00 -0.033 3.50 60.1] 60.22 60.22 0.00860 0.00760 13.00 - 0.033 3.50 60.56 60,65 60.60 0.01580 0.01760 13.30 -0.026 3.20 61.45 61.53 61,49 0.02700 0.019660 14.50 - 0,051 2.00 62.46 62.51 62.48 0.04040 *VALUE! *VALUE! *VALUE! !VALUE! VALUE! 0.01801 *VALUE! *VALUE! *VALUE! *VALUE! *VALUE! 2100.00 2150.00 2.00.00 2250.00 2300.00 2350.00 2400.00 2450.00 2500.00 2550.00 2600.00 2618.88 r (loins sheet 67) Central Valley • N h N. 0 0 HhA • /2. 9 Src (Joins sheet E5) i r . 7 t - . t: a,- SPOKANE COUNTY, WASHINGTON — SHEET t' R 44 E 1 R 45 E. 47; _ f . 'sr *Abe - E144.%' 1. :w; 5i34Tr1.T Name- SDE Description- EVERGREEN POINT SUMMIT Station- 10+50 dia.= .667 ft, Q= .394 r.f,s. n=' .011 So= "()07 ft"/ft, Length = 42 ft. Outlet flowline elevation = 66.1 ft. Dn= .26 ft. An= .13 s.f. Vn= 3.07 f.p.s. HRn= .14 ft. Dc= .29 ft. Ac= .15 s.f" Vc= 2.68 f"p"s" HRc= .15 ft. Supercritical Flow Dc= .29 ft. Hv= .11 ft. He .08 ft. Inlet elev.= 66"39 ft. Headwater elev.= 66.87 ft. Critical Slope= .00481 Name- SDE Description EVERGREEN POINT SUMMIT Station- 10+50 dia.- .667 ft. Q= .394 c.f.s^ n= .011 So= .007 ft./ft. Ke= Length = 42 ft. Outlet flowline elevation = 66.1 ft. Dn= .26 ft. An .13 s.f. Vn= 3.07 f.p.s. HRn= .14 ft. Dc= .29 ft. Ac= .15 s.f. Vc= 2.68 f.p.s. HRc= .15 ft. Supercritical Flow Dc= .29 ft. Hv= .11 ft. He= .10 ft" Inlet elev.= 66,39 ft" - '----- Headwater elev.= 66.89 fL" Critical Slope= .00481 Circular Channel Date- 1/16/90 Action #- Circular Channel Date- 1/16/90 Action # - DATE = 1/16/90 PROJECT NAME = EVERGREEN POINT SUMMIT DESCRIPTION = SUBAREA 1 = .1377 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = .1377 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES Ct = 0 L = 0 N = 0 S = 0 CHANNEL FLOW VALUES Name- SDE Length = 42 Pressure Flow L = 300 Z1 = .001 Z2 = R0 N = .016 B = .001 S = .012 TD = ^0884 COMPUTED VALUES DUR = 5.00 I10 = 3.18 010 = .39 QA = .39 Inl elev.= 66.394 RATIONAL FORMULA HYDROLOGY DESIGNER = SDE BASIN 24TH Circular Channel Date- 1/16/90 Action # - Description' EVERGREEN POINT SUMMIT Sta ion- 10+50 dia.= " ft. 0= 3.94 c.f.s" n= "011 So= .007 "/Ft. Ke= .7 Friction slope .075 1 V= 11.28 f + s Hf= 3. ` ft. Hv= 1.98 He= 1.38 Dia.= ft. Outlet elev.= o6"10 ft. ------- Headwater ev"= 73.32 ft. Outlet flowline elevation o6^1 ft. DATE = 12/05/89 PROJECT NAME = THE SUMMIT AT EVERGREEN POINT PE 1576 DESCRIPTION = SUBAREA 1 = 2.416 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .4 TOTAL AREA = 2.416 ACRES COMPOSITE RUNOFF COEFFICIENT = .4 , OVERLAND FLOW VALUES Ct = .15 L = 160 N = .4 S = .02 CHANNEL FLOW VALUES L = 360 Z1 = 50 Z2 = 4.5 N = .016 B = 0 S = .025 TD = .176 COMPUTED VALUES DUR = 7.95 I10 = 2.53 010 = 2.45 0A = 2.45 RATIONAL FORMULA HYDROLOGY �� DESIGNER = GSN BASIN " DATE = 12/05/89 PROJECT NAME = THE SUMMIT AT EVERGREEN POINT PE 1576 DESCRIPTION = 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 .3"07 1235 600 635 8,0 * 477 2.53 2.45 1566 954 612 10"0 600 2.24 2"16 1650 1200 450 15.0 900 1.77 1.71 1817 1800 17 20"0 1200 1,45 1.40 1909 2400 -491 25.0 1500 1.21 1.17 1944 3000 -1056 30.0 1800 1.04 1.01 1972 3600 -1628 35.0 2100 .91 .88 1989 4200 -2211 40"0 2400 .82 .79 2030 4800 `2770 45.0 2700 .74 .72 2047 5400 `3353 50"0 3000 .68 .66 2078 6000 -3922 55.0 3300 .64 .62 2141 6600 `4459 60.0 3600 .61 .59 2218 7200 -4982 65.0 3900 .60 .58 2336 7800 -5464 70,0 4200 "58 .56 2445 8400 -5955 75,0 4500 .56 .54 2501 9000 -6499 80~0 4P0O .53 .51 2542 9600 -7058 85.0 5100 ,52 .50 2619 10200 -7581 90.0 5400 .50 .48 2688 10800 -8112 95.0 5700 .49 .47 2776 11400 -8624 100.0 6000 .48 .46 2858 12000 -9142 THE MAXIMUM STORAGE IS 635.407104 CU. FT. BOWSTRING CALCULATIONS � DESIGNER = GSN BASIN fri' * The time of concentration is 7.951424 minutes. rho //"dpvqion,.ri f1nw nut 2 c.-F.S. TEN YEAR STORM CALC DATE = 12/05/89 PROJECT NAME = THE SUMMIT AT EVERGREEN POINT PE 1576 DESCRIPTION = SUBAREA 1 = 3.219 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .4 TOTAL AREA = 3.219 ACRES COMPOSITE RUNOFF COEFFIC[FNT = "4 OVERLAND FLOW VALUES Ct = .15 L = 60 N = .4 S = .02 CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED VALUES DUR = 5.00 I10 = 3.18 01() = 4^09 QA = 0.00 RATIONAL FORMULA HYDROLOGY DESIGNER = GON BASIN B DATE = 12/05/89 PROJECT NAME = THE SUMMIT AT EVERGREEN POINT PE 1576 DESCRIPTION = t t Intensity Odes/. Vin Vout Storage (min.) (sec.) (in"/hr.) (c.f.s^) (cu. ft.) (cu. ft") (cu, ft.) 5.0 * 700 10"0. .600 15.0 900 20"0 1200 25.0 1500 30.0 1800 35"0 2100 40.0 2400 45^0 2700 50.0 3000 55.0 3300 60.0 36(}0 65.0 3900 70"0 4200 75.0 4500 Ro"0 4800 85.0 5100 90.0 5400 95.0 5700 100,0 6000 Trm vrup qTnpw ru/r 3.18 2.24 1.77 1.45 1.21 1,04 .91 .82 . 74 "68 ./,4 . 61 "60 • 5R . 56 . o^ . o� ,50 ^49 .48 BOWSTRING CALCULATIONS THE MAXIMUM STORAGE IS 1046.016336 CU" FT. * The time of concentration is 5 minutes. The Undeveloped flow out is 2 c"f^s" DESIGNER = GSN BASIN B 4.09 1646 600 1046 2.88 2025 1200 825 2.28 2284 1800 484 1.87 2431 2400 31 1"56 2496 300() -504 1.34 2547 3600 -1053 1^17 2580 .4200 -1620 1.06 2642. ' 48()0 -2158 . 95 2670 5400 -2730 "88 2716 6000 -3284 . 82 2803 6600 -37?7 � . 79 2908 7200 -4292 . 77 3066 7800 - 4734 . 75 3213 8400 ~5187 . 71 3289 9000 -5711 . 68 3345 9600 -6255 "66 3450 10200 -6750 . 64 3542 10800 -7258 .63 3661 11400 -7739 . 62 3771 12000 -8229 DATE = 12/05/89 PROJECT NAME = THE SUMMIT AT EVERGREEN POINT PE 1576 DESCRIPTION = SUBAREA 1 = "585 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .52 TOTAL AREA = "585 ACRES COMPOSITE RUNOFF COEFFICIENT = "52 OVERLAND FLOW VALUES Ct = .15 L = 100 N = .3 S = .01 CHANNEL FLOW VALUES L. = 0 TD = 0 COMPUTED VALUES DUR = 5.00 I10 = 3.18 010 = "97 QA = 0.00 RATIONAL FORMULA HYDROLOGY DESIGNER = GSN BASIN C DATE = 12/05/89 PROJECT NAME = THE SUMMIT AT EVERGREEN POINT PE 1576 DESCRIPTION = 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 .97 389 700 89 10.0 600 2.24 .68 478 600 '122 ' 15"0 900 1.77 ' .54 540 900 -360 20.0 1200 1.45 .44 574 1200 -626 25.0 1500 1.21 .37 590 1500 -910 30.0 1800 1"04 .32 602 1800 -1198 35.0 2100 .91 .28 610 2100 , -1490 40"0 2400 "82 "25 624 2400 -1776 45^0 ,2700 .74 .23 631 2700 -2069 50"() 5000 .68 .21 642 3000 -2358' 55.0 3300 "64 "19 662 3300 -2638 60.0 36()0 .61 ^19 687 3600 -2913 65.0 3900 .60 .18 724 3900 -3176 J 70.0 4200 .58 .18 759 4200 -3441 75.0 4500 .56 .17 777 4500 -3723 80.0 4800 ^53 "16 790 4800 -4010' 85.0 5100 ,52 .16 815 5100 -4285 , 90.0 5400 .50 .15 837 5400 -4563 95,0 5700 .49 .15 865 5700 -4835 100^0 6000 .48 "15 891 6000 -5109 THE MAXIMUM STORAGE IS 88"877112 CU. FT. * The time of concentration is 5 minutes. The Undeveloped flow out is 1 c.f.s" rc // vc ornsw r` /‘.1 BOWSTRING CALCULATIONS DESIGNER = GSN BASIN C DATE = 12/05/89 DESIGNER = GSN BASIN D PROJECT NAME = THE SUMMIT AT EVERGREEN POINT PE 1576 DESCRIPTION = SUBAREA 1 = .614 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .65 TOTAL AREA = .614 ACRES COMPOSITE RUNOFF COEFFICIENT = .65 OVERLAND FLOW VALUES Ct = .15 L = 10 N = ^3 S = .01 CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED VALUES DUR = 5.00 I10 = 3^1B 010 = 1.27 OA = 0.00 RATIONAL FORMULA HYDROLOGY DATE = 12/05/89 DESCRIPTION = rcu vc^o ornsw rmr BOWSTRING CALCULATIONS DESIGNER = GSN BASIN D PROJECT NAME = THE SUMMIT AT EVERGREEN POINT PE 1576 . t t Intensity Odev. Vin Vout Storage (sec.) (in./hr.) (c,f.s") (cu. ft.) (cu" ft.) (cu. ft.) 5.0 * 300 3.18 1.27 510 30() 210 10.0 600 2,24 °89 628 600 28 15.0 900 1.77 .71 708 900 -192 2 0.0 1200 1.45 .58 753 1200 `447 25,0 1500 1.21 .48 774 1500 -726 30.0 1800 1^04 .42 789 1800 -1011 35.0 2100 .91 .36 800 2100 -1300 40.0 2400 .82 .33 819 2400 -1581 45.0 2700 .74 .30 828 2700 -1872 50.0 3000 .68 .27 842 3000 `2158 55"0 3300 .64 .26 869 3300 -2431 60.0 3600 .61 .24 901 3600 -2699 65.0 3900 .60 "24 950 3900 -2950 70.0 4200 .59 ,23 ' 996 4200 -3204 75.0 4500 .56 .22 1019 4500 -3481 80.0 4800 .53 "21 1037 4800 -3763 85.0 5100 ,52 .21 1069 5100 -4031 90.0 5400 .50 .20 1098 5400 -4302 95"0 5700 .49 " 1135 5700 -4565 100"0 6000 "48 "19 1169 6000 -4831 THE MAXIMUM STORAGE IS 210.193476 CU. FT. * The time of concentration is 5 minutes. The Undeveloped flow out is 1 c.f.s, 11 0 111 110 1 II 11 11 ---- II 11 :E I1 .. II M II M II IM II M I I 1 1 1 I x11 •, `•.. • 0111 II 10 . 'ti Mla080aa11/:l •11711 1110 . Illite11 lnl1�� • ! \11CRi1 1: A11q0q04 . ' • �. • • \1111►1\ ••. '1111I. VIEW Et r r4, F t -' .. 0.35' ACP + 0.50 CTB, OR 0.35' ACP + 0 35' ACB ' 11111 1 11; AAA was Pinirn POMP e.. ra•I..r/rA.... orA MPAMMMEN7 OM M 025' ACP + 0.50' CTB. • 0.35 • _ • 1 OR 0 25' ACP + 0.35' ACB � rarI. . I %YI I I I I r . 0 II 0.30 ACP .. ` ►I�I..I / / /'I. .. 1 `I"IIIII„IEII r /.I/I. .... . •. .1/11..1 /In�G...■ no II ...II r //I.. ONE . /III.. rd . MIN II MS" s 0.20' ACP nnuriro. III 1 I: a WJWI at�r %05' r 0.15' ACP p: : qq IIo�����I %!7I.. In MM MINIBMIIMMM' MM MIIPAIIMMMIO gel1 nog 1. a2 \!I ` 101i • II. • MUSE 111 \J ` MUSE , •lull IMMO. 2111: 128 ` ..• \11 I 1! • , •... , mot . ••1001411 I I 11 n . I/I/Iwwr % %//i1 II.IIIB.r/,%IIll M IAMMIIIM.MMIE V4 II....11,r/,%I.II I4I /MIM•MA..11 ....IIr/..r.'!6%1..11 radar" ri11..11 ■..I/ r . ... I/ I L. r% V. I l 11..11 MINI / /, r/ .1. I l l 1. .11 ...IAMMIM M W I IIIll1..11 .. I /%/l1111•1..0 . . / I I / . . r 8 r /. . 11.1111. . u 111110 a. / I/WAMI.IMMIMMu •110101111►`110►11 • 111I . •.' 1 .I /I/.. 11A111.a1 MMMMM 10M0N 2 \ �OCCIAP:CG� --•-- °_7 fi . II .1I.11... •118•11111•98418181811 .1 111R1a10\. .... / /,I .11.. !inn 11 •..•,' 1111 MIEMM 8 • • •. ••.' o\n..8►,r/,7S11...1118u1..11 11\!11111illAaL 1020001..7,rp.11.11.11IO1..11 •11 011110 2 1 0 1 a10.1aQ.. rp%I.II.11.11 1111..11 C1011002CC1 2010\ R\.r /, r/ //1.11.11.111111..11 lleC1•oC111 \\ .1a. ' Y v /111.11.11.11 1111..11 •.. V,• /I.11.11.1E.11Illaw. .%%10 omwoo2r /'/I.11.I8...111I1ion • •1017 /..11.II.11.11!!Lida• .'.' 11X2II..11...11.111111..11 01• a•..11.I1.11.•11 •1..1■ 3.6 10 20 t 30 . 40 50 . 60 2.9 • s 1 2.8 2.7 2.6 2.5 2.4 2.3 2.2 2.1 2.0 1.9 1 . 8 1 .7 1.6 1.5 1.4 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 STRUCTURAL DESIGN CHART FOR FLEXIBLE PAVEMENTS STABILOMETER R VALUE 70 80 90 EXAMPLE: Oiv•n an 1 valu• of 25 and o traffic ind•x of 6.0. covr thicknos reouir.m•nts can b• d•t•rmin.d as follows. 0.35' ACP + 0 65' CTB, OR 0.35' ACP + 0 45' ACB An •9uival.nt grant depth of 1 65' ( round to 1.7 1 of point A. A modili.d surfacing d•pth of 1.05 !diet at point l for o po•rn•nl of 0.35foot ACP + 0.50 loot CTB. or 0 35 foot ACP + 0.35 foot ACB A modified surfacing depth of 143 loot ( round to 1.451 for pavement of 0.35 loot ACP. Figure 326 -2a 326 -5 .5 B c 1.5 2.0 ODIFIED SURFACING DEPTH (FEET) 2.5 3.0 , t- • /fit , 3x l a- SEPTEMBER 1977 r1 P.O. Box 187 'Cymplp, WA 98504 DATE PRELIMINARY SAMPLE NO FA NO PLACE �/J� NATURAL DEPOSIT LOCATION (COUNTY) ile � /d /A B . DEPOSIT TYPE AVG. STRIPPING DEPTH EST AREA SAMPLE TAKEN AS FOLLOWS / V 4 0- n1 �_ 4- A4 A _ PAN Y CHARACTERISTICS NOT APPARENT IN SAMPLE N1A?TND DD Passing Screen.. r _ ORG NO �/6 ? TRANSMITTAL CONTRACT /JOB NO Si u 00 '7 OF INTENDED USE / S.R NO l:, SEC. T AVG DEPTH OTHER STRIPPING EST DEPTH Pli NO C Cc /vc/ss, 1 c d 030421\ H0. LAB NO P - y(9So SE� / 'J L/ � ` / /45-14. 45-14. E OR W.W.M. ACCESS @ STA. NO. KNOWN DEPTH NW NE.NW NW NE FT. OF EST. QUANTITY (CU YDS) THIS SAMPLE IS CONSIDERED TRULY , uanrcuv- r m sYam'-..ccn3H=3 rs t .. REPRESENTATIVE OF rt x• •xv.�,�-� C 'y u'vDS. SWIM. 'SE 'SW'!Q•_.SE NEs' c . 4 1(.4 1')/; /i e WATER AVAILABLE& / IF LEDGE, WILL IT SHOOT OYES SUITABLE L T SITE NEARBY ARE OTHER SAMPLES FROM SAME DEPOSIT INCLUDED IN SHIPMENT? U YES �,NO ❑ YES ONO LOCATION OF SUPELEMENTAL MATERIAL FOR SHORTAGE OTHER KNOWN DEPOSITS AVAILABLE? 0 YES ❑ NO U LARGE 0 SMALL GRADING SATISFACTORY FOR INTENDED USE? ❑ YES O NO (WHY?) REFERENCE ONO IF WORKED PREVIOUSLY, WHEN AND BY WHOM? DRESS OF OWNER /� O�/�Al�' l.OIA _d DOES- SKF4CH ATTACHED SHOW RELATIONSHIP TO DEPOSIT je 4. 4& / A &) D nT FORM 350-026 ' REVISED 9/82 -007- 3 Canary-Project Flies LAB JAN 19 '90 . /0-7, (i4 TEST REPORT FOR - S vBGQADE Sieve :Anaiysis of Ag gregate - Cumulative % Grms.. Retain Pass. r • i n form atl RY WSOOT irk q C�91Z 'ca I , I I I I I , Total- .Weight Remarks Spec. Recce rctai fled' : IItis. File 1, Gen. File _y ; Labor Codes Phys.Test &__ Q,C. Chem. Lab Dist.Admin. Pro,. Eng. Lfctke X(2) Dist. Mtls. Enk. : Te.. 3o FORM 350 -062 REVISED 2/89 Ti-3A- 03$2 r 1/.3 TAB.' • NO - .. _y(o;5a -- Other Test Resuits Los Angeles -Test- .x k: Degradation Test`'=' Bulk S. Gravity —= Sand Equivalent - • . , YR••G. -. �.. Dust' Ratio -9.. - - - -c L" ` =`T NWSW NESW NW-SE NE -SE SW -SW SE-SW SW SE SESE Stabilometer: "R" Value 47 Swell- Pressure n � . Drainage Factor - -'S /a✓ 'Ora,14 ... Date MAR ' i1 By L 0 JOHN R. STRADA P.E. MATER 1ALgS� ENG' R / 6 `~��� � v�C' �*- � y~l�`/| -~� � �� �nk` \^� ^0c7 / / hhK/( �~v,~~- `' -�/./� "`' v ���` � ���^/ � */� f�] ��������� �� �^[l/ � �V/ ]y(//�/'�/ / PROFILE 0+00 PI L= 0.000 L/H Pt.= � 0,000 @ 0 Grade= 3.500% 0+00 62"500 0+50 65.125 64.250 1+00 66.583 66"000 1+00 PI L= 50.000 L/H Pt.= 67"750 9 2+00 Grade= 2"333% 1+00 65"125 66.000 1+50 67.167 2+00 68"333 68.333 2+50 69"041 69.500 2+50 PI L= 100.000 L/H Pt.= 69.074 m 2+63.521 Grade= -1.340% 2+50 69.041 69.500 3+00 68.830 3+59 68^160 4+00, 67.490 4+50 , 66.820 66.820 5+00 65,720 66"150 5+00 PI L= 100.000 L/H Pt.= 67"081 8 4+11,047 Grade= -4"780% 5+00 65.720 66.150 5+50 63.760 6+00 61.370 61.370 6+50 59^328 ' 58"980 6+5() PI L= 100.000 L/H Pt.= 57.264 @ 7+71.78 Grade= -1"997% 6+50 59.328 58^980 7+00 57.981 7+00 57.981 7+00 . PI L= 0.000 L/H P+.= 0^000 @ 0 Grade= CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 3.5 GRADE #2 = 2.33333333333 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) -952.01452784 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 123.13559322 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 2.33373373333 GRADE #2 = -1.34 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) -134^309575811 LENGTH OF VERTICLE CURVE (GIVEN) 100 GIVEN IS LARGER SIGHT DISTANCE 123"13559322 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -1.34 GRADE #2 = -4.78 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) -160.124162397 LENGTH OF VERTICLE CURVE (GIVEN) 100 croc^/ /c /^oCcn SIGHT DISTANCE 123"13559322 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -4.78 GRADE #2 - -1.99737718148 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) -52^358786239 LENGTH OF VERTICLE CURVE (GIVEN) 100 GIVEN IS LARGER SIGHT DISTANCE 123"13559322 GRADE #2 = -2.89505428227 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) -10707213.4521 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 123,13559322 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -2,89505428227 GRADE #2 = 2.84144216593 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) 101.413679114 LENGTH OF VERTICLE CURVE (GIVEN) 100 WARNING""" GIVEN LENGTH IS SHORTER FHAN CALCULATED SIGHT DISTANCE 123.13559322 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 2.84144216593 GRADE #2 = 2.82712511939 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) -97399"5663199 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 123.13559322 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 2.82712511939 GRADE #2 = 2"85843920145 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) -26290.498267 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 123"13559322 � D�n/X}� J w�V«�F/���J`��` PROFILE � �//1 yl ����f ��/ � �/ 0+00 PI L= 0.000 L/H Pt.= 0.900 @ 0 Grade= -1,588% 0+00 57.940 0+10 57.781 0+20 57.622 0+22.04 PI L= 0.000 L/H Pt.= 0"000 @ 0 Grade= -1.624% 0+22.04 57"590 0+30 57,461 0+40 57.298 0+50 57.136 0+60 56.974 0+70 56.811 ()+74"38 PI L= 0.000 L/H Pt.= 0.000 m 0 Grade= -1^608% 0+74"38 56"740 0+80 56"650 0+90 56"489 1+00 56.328 56.328 1+10 56,187 56.167 1+20 56.978 56.006 1+30 56.001 55.845 1+40 55.957 55^685 1+48.99 PI L= 100^000 L/H Pt.= 55.945 T 1+48.58 Grade= i"635% 1+48"99 55,945 55.540 1+50 55.946 55.557 1+60 55"967 55.720 1+70 56.020 55 1+80 56.105 56.047 1+90 56.224 56.210 2+00 56.374 2+10 56.537 2+20 56"701 2+23"61 PI /= 0.000 L/H PL"- 0.000 @ 0 Grade= 1"651% 2+23"61 56^760 2+30 56"866 2+40 57^031 2+50 57"196 2+60 57.361 2+70 57.526 2+70.24 PI L= 0.000 'L/H Pt.= 0.000 @ 0 Grade= 1"627% 2+70.24 57.530 ' 2+80 57"689 2+80 57"689 2+80 PI L= 0"000 L/H Pt.= 0"000 @ 0 Grade= CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -1,58802177858 GRADE #2 = -1"62399694306 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) -38613.870809 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 123^13559322 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED rsxnc a/ - -' 1..,-700t0P`roL GRADE 42 = -1"60836349015 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) -52907.3463192 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 123.13559322 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE 41 = -1.60836349015 GRADE 42 = 1.63495041544 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) -9.940392352 LENGTH OF VERTICLE CURVE (GIVEN) 100 GIVEN IS LARGER SIGHT DISTANCE 123.13559322 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE 41 = 1.63495041544 GRADE 42 = 1^65129744799 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) -50587.0879403 LENGTH OF VERTICLE CURVE (GlVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 123^13559322 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE 41 = 1.65129744799 GRADE 42 = 1.62932790224 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) -63387.2702581 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 123"13559322 GRADE #2 = -2.89505429227 I DESIGN SPEED 20 LENGTH OF VERTlCLE CURVE (CALCULATED) -1o70721S.4521 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 123.13559322 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -2"89505428227 GRADE #2 = 2,84144216593 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) 101.413679114 LENGTH OF VERTICLE CURVE (RIVEN) 100 WARNING... GIVEN LENGTH IS SHORTER THAN CALCULATED SIGHT DISTANCE 123"13559322 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 2.041442165 GRADE #2 = 2^82712511939 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) -97399.5663189 LENGTH OF VERTICLE CURVE (GIVEN) 0 SEVEN IS LARGER SIGHT DISTANCE 123.13559322 SAO VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRACE #1 = 2.82712511939 GRADE 42 = 2.85843920145 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) -26290"498267 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN !3 LARGER SIGHT DISTANCE 123,13559322 L._ PROFILE / d [ E 0+00 PI L= 0.000 L/H Pt.= 0"000 @ 0 Grade= -2^902% 0+00 64"180 0+10 63.890 0+19.64 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= -2.895% 0+19,64 63,610 0+20 63"600 0+30 63.310 0+40 63"021 0+50 62,731 0+60 62.442 0+66.27 PI L= 0^000 L/H Pt.= 0,000 @ 0 Grade= -2.895% 0+66"27 62.260 0+70 ' 62,152 0+80 61.863 0+90 61.573 1+00 61.307 61"283 1+10 61.099 60.994 1+20 60.948 60^704 1+30 60.854 60.415 1+40 60.818 60.125 1+40.88 PI L= 100,000 L/H Pt.= 60.817 @ 1+41.347 Grade= 2^841% 1+40.88 60"817 60^100 1+50 60^838 60.359 1+60 60^917 60"643 1+70 61.052 60"927 1+80 61.246 6i^212 1+90 61.496 61.496 2+00 61.780 2+10 62.064 2+15,49 PI L= 0.000 L/H Pt.= 0,000 @ 0 Grade= 2.827% 2+15.49 62"220 2+20 62.348 2+30 62.630 2+40 62.913 2+50 63.196 2+60 63.478 2+67.84 PI L= 0,000 L/H Pt"- 0.000 @ 0 Grade= 2"858% 2+67.84 63.700 2+70 63^762 2+80 64.048 2+80 64^048 2+80 PI L= 0.000 L/H Pt.= 0.000 m 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -2.90224032587 GRADE #2 = -2.89513188934 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) -116653"49612 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 123.13559322 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED BA Maw GHT OF WAY OAD TY flATIIAA 15' 1 2 6 7 3 4 5 2+17.4.0 . PC 1'5' 15 '14' 14' y-- ius�A. POND A 1 S 89'03'47" E B N N N COMMON AREA 6 S 89'03'46' E 0 +00 LT. 3.5' CENTER OF SAC 8 12 11 10 9 L 24TH AVENUE L 16 COMMON AREA 17 1 0 POND B2 COMMON AREA 24 5+50.93 - PT 23 21 18 20 19 POND D 111111=1171 I N T e ` Cr e \ \\ I / 7 m - • c9 - \ . z / 9 - / N 7 N Z ., 1 • EARLY r 4WN ADDITION Z Z o m . S 89'03'47' E .. S - 70S41! E C9" AVENUE S 7 93 2'58•. 60.78 INSTALL STREET SIGN PER . • SPOKANE COUNTY STANDARDS 15 BLOCK 7 PfMf• A 18t 24TH COMMON: : AREA 17 16 15, BLOCK 7 17 I I 18 5 O 0 • 0 Z PE Ts-76 CURVE R1 R2 R3 R4 R5 C8 C9 C10 IU & i 0 0 (•) Z 1 23 - , • , c• • c H•vcz... No. I 2.S2 - s 39 7 : I n -?o 59 " 1 1, 0 7 1 , „ 1.1 -.7. : 4 20 r -2 Reu zs 33 t 3 11.(b 9 I .9 7 • 9 • 21 Sr 3 , 1 2 I 4 D 1 : ' Ls 1. 7 :,1 7:t , ..:• 2.3 FR 044 f p... bl--1 z , z - 2 - .: - ,,-- - I 2 , w , i___ ,t , -I. , , 0, , 1 • 17 1 • T: . c tri I ( €_,-Azurirr_. :1= glide -- ie-) o 4 c 4 4 .75 ' fr kg 8,9. • N • c 'S • 0 Z 0 0 1 9 4 A s • 2 . 5 t 3 • • 3 o / 1 3 It 2 9 1 0 ' ' 3 • 3.3 z:3 'RR -a, " - IS ••••■• ' 75z .37 I -1 • , sr ,,. to 13 I 9 5 •.:: l • ..--) ... - • . • ., .. 1 1 5 v. 4, Cry 7 2 45 - IOU- -;--' ! o 1 • a Cr . I - - 71 Z 147 q . e I 7 0 a r - -.. 1 z s• :” 1 . 1 - L' 1 n • Z 11 -7,32 L,: eL -lb L_ 210 -1 2- >_ 3-3 If 1 1 2.91 rr r.z.“ t i....,,.. I G 1 N . 1 • Hcf _ 2 _1 1 5 1 1 C1) .< i ly ,..• , -- 2- - , ?..-- 3 j r - ..1: 1 j 4 i•4:1 0 1 N•-t• a g 54 V F2.0 f .• , 1 :•„ .,. s--..3.ir k / ., 1- •,••:,. . .'_' -__, :It;) :._ • • ' .--, A =IQ) 41 4 35 241 , 5! • re. k) I k 0 .0 0 \26 G 4 4 / 7 • 115 • .3/6 .3 f3 2/. :- ts 211 . 224 0 223 227 240 44.1 0 2 Lo SEC. geb 1.40 NI t..vv.tvg. z co 4-' .3 1 .1 7-1•9 •••• 1 4 • , 213 cs 228 229 230 239 c as D ft 5., 0 1 0 1 o 6 L f•I cr _. E 6 1,-,,i22 riv.z No.I201 -4o a- Z r '... , -- - - -- -,.-9- - ----- c _ oax- r. IR Jo/ I •• '''C) 2 3 : 4 1 11 .:. _l_4 _r__ • . a / .2: .. 1 a /Y. 1 i 2 3: :...11.....; Uri fril A 1 ., se av3430/953/9;tit i i . , „ •• .3 it ../. 3.1 a -aXL:I- I' 117 T 5 5 1 ` r'' H V 9 I 3 1 -- - - -- - '13 . I lk . I , • N s . 2 0 9 • • ..t 2 • • e 6 .•• 3 Ave.-Go' 89 : 238 0 • 3 A z, J C441 /ow /Thy - 40 ' =400 • ' •.: 1 .• 35 \ eA I ••1 • 1. 1 / c " I IS 7 Cei j / \ n 5 I 6 ! 7' 1: 7 -,7iv ! i c r-- • , r i . 9 1 - ••• 4 _74 , ,c) i 2 , g e-c ,-,,,- 3 - :\ 1 5.4... 1 1. 1 220 k . : :: _; \ ..it /..., :/::: -11 1-.:::(1:::::...: ::.2.1. 1 • s t / , I 11 1 k1/4 '• ' : ' p; 1 , 1 ,::::, • i ..... 21 si A k 1 -C- 1 1 1•• ,: 2 41 3 11 . • •• • • • -r.--2---.* 1.4-...... 2 li t./ 11. 4 " ! 5 t3 : . .. 'IL :fr i 7 I 1 3./ M , ,•' I A ,rit-s I ' 'i , . A..: 9 t . Jct. ir\b „„ _ _ts_l__ ; 2 S5 71 de ,I 1 .! .:i z2 1•4o i 'i I 3 ' '24 4 ' 1E 1 . . • 1 i / ) o . $ 1 • a • a ct _ -- ,:---7.9. - . : !. 9 ' . 3 0 k 214 221 237 13 G43. SS' a4-.9 .7 a / 236 ••••: -S(e \cc' , I 2 k . 1‘ \ AcCe , 0 e • 4 I 9 1 c. 2' 2- 2 643-5.5' • J HT OF WAY AD Z O / � / b COMMON AREA 6 .29 CEN'" R 0+00 LT. 3.5' POND C 44 1 2 6 7 3 5 0 2 +17.40 is PC i r ®I L 1 S 89'03'47' E 1 L 24TH AVENUE COMMON AREA 15 16 14 17 1 POND 131 7 +49.13 LT. 3.5' CENicR OF SAC i 1 15' 15' '14' 14' t 61.93+ II (yJ 60.78 J4 F Q- • 0 0 Cc z co Z G Z POND R2 6 COMMON AREA 24 5-L50.93 a oT 23 22 21 \ 20 3.5 \5 \ 19 ru� I I 18 _� . POND DI w cc :0 • 647.00 0 CJ F� <c CZ 119.50'X15' PUBLIC DRAINAGE ESMT. - r- D A V L_ \n • W 1/4 SECTION 26 FND BRASS CAP & RP'S PER PLAT OF EVERGREEN POINT 0 O O 0 O o L o ;7 to t) rn W Q O S N c) o ® N O O z O to Ci 15' t0 A E ) I \/ 1=n �\ 0 O tr) U) SET P.K. NAIL 0 7 - AT CALL. POSIT. r1 A IA /n 1 Lin vv 1 '1 PUBLIC ROAD DEDICATION \t ( 1 - S 89'03'47" ° 0 �I 7,965 S.F. ® S 89'03'47" E 138.30' o 2 Ld 7,593 S.F. 5'x10' UTIL. m S 89'03'47" 'n 138.00' N 1 3 7,590 S.F. S 89'03'47" E 138.00' 6 6,635 S.F. S 89'03'47" E 95.06' 10' WIDE UTILITY EASEMENT 7 4 9,359 S.F. it \ ° - 129.50' DEDICATION 1. S.52'07'11 "W. 2. N.89 °02'51 "W. 3. N.11'48'19 "W. 4. N.21'36'01 "E. 5. S.89'04'42 "E. 6. N.89'04'42 "W 7. N.20'09'03 "W. 8. N.13'15'19 "E. 9. S.89'02'51 "E. 10. S.8916'32 "E. 11. S.26'39'12 "E. 12. S.24'55'18 "W. 13. S.33'28'22 "E. 14. S.28'06'07 "W. 0 0 V) -,r;f S N 5' UTILITY 9 EASEMENT S \ 03 L=33.27 / j L= 10.22' j co ESMT. 10' 10' E 133.00' 7,590 S.F. 5'x10' UTIL. ESMT. S 89'03'47" E 138.00' -16' WIDE SEWER / EASEMENT 5 7,304 S.F 20 1 0o S 89'03'47" E - ca 101.00' 1 t R'- , \ < RADIAL BEARINGS A r'\r ITlrinI nLJLJI 1 IVl v I r1/` t ' -7 L�L_vV \ / 0 H 0 0 O 0 0 0 tri U) 10' tnI - - / 1.73' N 4 N C3, �� a��1�� AD co co O 0 ;N 0 S 89'03'47" E 0 N BASIS OF BEARINGS S 89'03'47" E 448.28' L= 29.64' PTN. OF COMMON AREA l---- :75 25' BLDG SETBACK 75' in F _ GPNG ESMT BIIC' �r N _ ._ J 1 t rn _ � S 79 52' - f" `° 62.73' 1s. - 77.80 - - S 7g3g' 2s o - -- - 26 E 70 -- G \\ 13 STREET S - \ K S 89'03'46" E 77.80' L= 31.49' 3.57' 8,393 S.F. S 89'03'47" E 130.90' 5'x10' UTIL. ESMT. 7 ,199 S.F. 10' ,,,•----- 5'x10' UTIL. ESMT. 0 - - 1 1 ( S 89'03'47" E ..�j 10 579 C1� C2 \ 130.90' 11 J H 0 C \\ \\ L < � --' 8 . , J 0 - 1 cl I S 89°03 E S 8916'32" E 6 I 100.90' 3.50' 5'x10' UTIL. ESMT. O`) Z • Mw U T ) r) 1 1 I / , L 1 1 Beginning at the northeast corner of said Tract 211; thence S.00'43'28 "W. along the east line of said Tract, being also the westerly margin of Best Road, a distance of 435.00 feet; thence N.89'03'47 "W. parallel with the north line of said Tract a distance of 637.81 feet; thence N.00'43'28 "E. parallel with said east line a distance of 435.00 feet to the north line of said Tract, being also the southerly margin of 24th Avenue; thence S.89'03'47 "E. along said north line a distance of 637.81 feet to the point of beginning Situate in Spokane County, Washington. And they do hereby dedicate to public use forever ten feet (10') of additional right of way for Best Road and a fillet- shaped parcel of additional right of way for 24th Avenue, as shown hereon. SUBJECT to a TITLE NOTICE concerning the five foot (5') wide Future Acquisition Area adjacent to said 24th Avenue, as recorded , 19 , under Auditor's Document No. . No direct access from lots to 24th Avenue or Best Street, except at Sunnybrook Lane, shall be allowed. No more than one (1) dwelling structure shall be placed on any one lot; nor shall any lot be further subdivided for the purpose of creating additional lots, ownerships or building sites without first filing and receiving approval of a replat. Side yard and rear yard setbacks shall be determined at the time building permits are requested. The setbacks indicated on this subdivision may be varied from if proper zoning approvals are obtained. The public water system, pursuant to the WATER PLAN approved by County and State health authorities, the local fire protection district, Spokane County Building & Safety Department, and the water supplier (purveyor) will be installed within the 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. Use of private wells and water systems is prohibited. Any water service for this plat shall be provided in accordance with the Coordinated Water System Plan for Spokane County. 89'03'47" E 130.90' r BLOCK / b ONE 11 0 7,199 S.F. tr) to 10 7,184 S.F. 5'x10' UTIL. ESMT. 9 6,477 S.F. ��• �'pj S 89'03'47" E ND2 /3 87.56' 0 :c O O co t Pr 5 5' WIDE UTILITY EASEMENT F 8 47.00' 0 \ 2 122.40' N 89°03'47" W KNOW ALL MEN BY THESE PRESENTS, that ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife; WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife and HAROLD G. ANDERSON, JR., individually, have caused to be platted into Lots, Block, Common Area, Streets and Private Roads, the land shown hereon, to be known as THE SUMMIT AT EVERGREEN POINT and being a portion of Tract 211 of VERA, per final plat thereof recorded in Volume "0" of Plats, page 30, described as follows: L' 24TH AVENUE 5' WIDE FUTURE ACQUISITION AREA 587.81' z r n '-) I \ / 1__nI\ L_ I 1 -7 0 0 T- W LOT 25 (COMMON AREA) b O O 5' WIDE UTILITY ui O EASEMENT 2.04 ACS. S 89'03'47" E 130.91' 0 -16' WIDE SEWER / / tr) to EASEMENT N 15 / co 7,192 S.F. S 89'03'47" E 20'- 100.91' C 16 V cfl 6,482 S.F. 8,944 S.F. • O tr) 15' BLDG. tD SETBACK S 89'03'47" E 87.99' 10' WIDE UTILITY EASEMENT 37 46' 14 17 8,933 S.F. 122.41' nntA /nl •1 ^ LJnvv I v 1 ,^� 1 r\ r,t 1 t L_V 30' N tri 1 0 30' 0 1- z 0 7,200 S.F. O ('4 5'x10' UTIL. ESMT. S 89°03'47" E 130.91' 5.90' 10 10' 637.81' O th -7 / 1329.82' C2 W c 4g o_ S 89'16'32" E 3.50' 5'x10' UTIL. ESMT. � C13 D r3 "teN ti_ z " N 0 oQ CURVE TABLE CURVE 1 RADIUS 1 LENGTH 1 TANGENT 1 CHORD 1 C1 20.00' 21.86' 12.17' 20.79' C2 20.00' 19.48' 10.59' 18.72' C3 48.50' 24.23' 12.37' 23.98' C4 48.50' 28.28' 14.55' 27.88' C5 48.50' 20.08' 10.19' 19.94' C6 20.00' 31.49' 20.07' 28.34' C7 20.00' 31.34' 19.93' 28.23' C8 35.00' 55.11' 35.13' 49.59' C9 200.00' 32.04' 16.06' 32.01' C10 35.00' 49.10' 29.57' 45.17' C11 48.50' 24.23' 12.38' 23.98' C12 48.50' 28.28' 14.55' 27.88' C13 48.50' 20.08' 10.19' 19.94' SET PK NAIL 637.81 0 0 tr) tr) fn A r\r ITl nLJ LJI 1 I\JI v DELTA 62'37'20" 55 °48'10" 28'37'27" 33'24'22" 23'43'18" 90'12'46" 89'47'14" 90'12'46" 09'10'49" 80'22'54" 28'37' 47" 33'24'20" 1 23'43'31" 1 234.53' l 4c/ 1 /NV /1 I: o L= 21.57' = 33.69' 11 2 15' 10 ' _ 10' 10' 0 I ° 22 tri O U) I 5 I 7,590 S.F. ' Q 24 8,543 S.F. S 89'03'46" E 148.93' 23 7,697 S.F. S 89'03'46" E 138.00' 5'x10' UTIL. ESMT. S 89'03'46" E I 0 138.00' Li. 21 lb 7,590 S.F. 5'x10' UTIL. ESMT. S 89'03'47" E 0 `1. 62'\ 138.00' 15'x70' PUBLIC DRNG. EASEMENT 20 . \ 7,295 S.F. I ' S 89 oo 0 a O.< rct EASEMENT 9,370 S.F. / - 47.00 ; -4 1 2 129.50' FND RR SPIKE PER ROS # 7809210193 1 PTN. of COMMON AREA 0 N . N �I .� - -S 89'03'47" E 144.69' -H ` 1 , t E 0 u) 1 101.00' I /% 5'x10' UTIL. ESMT. O o � ®'/ 19 C11 S / 6,632 S.F. X12 / Ao ��J S 89'03'47" E 0 ` 94.67' °I o7 0 o p 03 10' WIDE UTILITY -A o F EASEMENT � . 5' WIDE UTIL. 1 " .---\ ' FND ROCK NAIL ON LINE A public sewer system will be made available for the plat and individual service will be provided to each lot prior to sale. Use of individual on -site sewage system shall not be authorized. The owners or successors in interest agree to authorize the County to place their names on a petition for the formation of a ULID by petition method pursuant to R.C.W. 36.94 which the petition includes the owners' property and further not to object by signing of a protest petition against the formation of a ULID by resolution method pursuant to R.C.W. Chapter 36.94 which includes the owners' property. PROVIDED, this condition shall not prohibit the owners or successors 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 R.C.W. Chapter 36.94. WARNING: Spokane County has no responsibility to build, improve, or maintain or otherwise service the private roads contained within or providing service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a private road. This requirement is and shall run with the land and shall be binding upon the owner, their heirs, successors or assigns including the obligation to participate in the maintenance of the private road as provided herein. 0 co L tri to N CO 0 Ct S.I. 32ND & BEST FND RR SPIKE PER ROS # 7809210193 The owners of all lots within this subdivision shall be members of the THE SUMMIT AT EVERGREEN POINT OWNERS' ASSOCIATION and subject to the Articles of Incorporation and Bylaws thereof. SUBJECT to the DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND RESERVATION OF EASEMENTS FOR THE SUMMIT AT EVERGREEN POINT as recorded under Auditor's Document No. "a° 77S' °'L which by reference is made a part hereof. We further' dedicate the Common Area (Lot 25, Block 1) to the THE SUMMIT AT EVERGREEN POINT OWNER'S ASSOCIATION and /or the owners of Lots 1 through 24, Block 1, for the common use by the lot owners, for private roads, drainage facilities, utilities, recreation, and other uses. The private roads, as shown hereon, are easements which provide a means of ingress and egress for those Tots within the Plat having frontage thereon. Subject to separate DECLARATION OF COVENANT REQUIRING PRIVATE MAINTENANCE AND CONSTRUCTION OF A PRIVATE ROAD, as recorded it - ua.1ii Z ._, 1990 under Auditor's Document No. 9 Oo2z ?037 , which by reference is made a part hereof. N t GRAPHIC SCALE 50 0 25 50 (IN FEET ) SCALE: 1" = 50' LEGEND • FND. MONUMENT AS NOTED SET 1/2" REBAR W /YPC STAMPED "MOORE 18091" AS: 0 ANGLE POINT IN BOUNDARY 1 LOT CORNER 100 NOTES: 1. THE BEARING OF S. 89'03'47" E. ON THE CENTERLINE OF 24th AVENUE, AS SHOWN ON THE FINAL PLAT OF EVERGREEN POINT FIRST ADDITION, IS THE BASIS OF BEARINGS FOR. THIS MAP. 2. THIS SURVEY WAS PERFORMED USING A TOPCON GTS 2 SIX- SECOND THEODOLITE AND ELECTRONIC DISTANCE METER. FIELD TRAVERSE METHODS USED WERE PER WAC 332 - 130 -90 SECTION "C ". THE SLMMIT AT EVERGREEN POINT BEING A REPEAT OF A PORTION OF TRACT 211 OF VERA LOCATED IV THE SW 1/4 OF SECTION 26, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON NOVEMBER 1989 Public drainage easements, as platted and shown hereon, for the purpose of installing, operating, and maintaining drainage swales and drainage facilities to dispose of stormwater runoff from the public streets are hereby granted. The property owners shall maintain the drainage swales and ponds 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 swales as indicated on the approved plans. 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 easement. The County of Spokane is hereby granted the right of ingress and egress to all public drainage easements. The County of Spokane will maintain the drywells, as shown on the approved road plans, located in said public drainage easements. A private drainage easement over the Common Area (Lot 25, Block 1), which is for the purpose of installing, operating, and maintaining drainage swales and drainage facilities to dispose of stormwater runoff is hereby granted to The Summit at Evergreen Point Owners' Association and /or the owners of Lots 1 through 24, Block 1, or their successors in interest. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements. The subdivider /sponsor will construct the drainage retention ponds and associated drainage facilities. The Summit at Evergreen Point Owner's Association, and /or the owners of Lots 1 through 24, Block 1, or their successors in interest shall maintain the drainage retention ponds and associated drainage facilities in reasonable conformance with the approved plans on file in the county Engineer's Office. The property owners shall maintain the drainage swales and ponds 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 swales. Whenever the Summit at Evergreen Point Owners' Association, and /or the owners of Lots 1 through 24, or their successors in interest fail to maintain the drainage retention ponds and associated drainage facilities in reasonable conformance with the approved plans, a notice will be given to The Summit at Evergreen Point Owners' Association, and /or the owners of Lots 1 through 24, or their successors in interest by the County. If not corrected after 10 days, the County has the right to correct the maintenance failure or have it corrected. All costs involved will be charged to The Summit at Evergreen Point Owners' Association, and /or the owners of Lots 1 through 24, or their successors in interest. Spokane County does not accept the responsibility of maintaining the drainage courses on private Tots within the drainage easements, 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 facilities in drainage easements in private property. The property owners or their representatives shall inform each succeeding purchaser of all drainage easements on the property and their responsibility for maintaining drainage facilities within said easement. Drainage facilities within said private drainage easements and within the private road easements, as shown on the approved private road plans, shall be maintained as part of the private roads, per said DECLARATION REQUIRING PRIVATE MAINTENANCE AND CONSTRUCTION OF A PRIVATE ROAD. The County of Spokane is hereby granted an easement for the construction, maintenance, and operation of a sanitary sewer system over, under and across the private road easements and over a sixteen foot (16') wide strip in Lots 5, 6, 9, 10, 15, 16 and 25 (the Common Area) as shown hereon, the centerline of which is the lot line common to said Lots 15 and 16, 9 and 10, and 5 and 6 and its westerly prolongation. Utility easements are hereby granted to the serving utility companies over the private road easements, and over a five foot (5') wide strip adjoining all public road rights of way and the margins of the private roads, and over a ten foot (10') wide strip adjoining the south boundary of the subdivision, and over the West five feet (5') of Lots 8 and 18, Block 1, and over five foot by ten foot (5'x10') strips, as shown hereon. The ten foot wide easement adjoining the south boundary is also hereby granted to the THE SUMMIT AT EVERGREEN POINT OWNERS' ASSOCIATION as an easement for irrigation lines. .t_ IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hands this /_.:7 day of / =mow r.i •, 19 - 1 1 _2, ROY H. NYHOLM WESLEY B. ANDERSON HAROLD G. ANDERSON, JR. MARIE E. NYHOLM ALICE M. ANDERSON FINAL PUD PLAT OF Examined and approved this Examined and approved this day of w STATE OF WASHINGTON) ) ss County of Spokane GIVEN under my hand and seal this day of SURVEYOR'S CERTIFICATE k" w , „✓ Patrick J. Moore, PLS, Certificate Number 18091 Examined and approved this , • ` day of COUNTY ENGINEER 4 c /s - day of 3// COUNTY HEALTH DISTRICT COUNTY ASSESSOR Examined and approved this,4(' ,'day of COUNTY COMMISSIONERS ACKNOWLEDGMENT COUNTY TREASURER INLAND PACIFIC ENGINEERING South 25 Altamont Spokane,Washington (509) 535 -1410 99202 / This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. COUNTY UTILITIES DEPARTMENT Director, Spokane County Utilities Spokane County Engineer COUNTY PLANNING DEPARTMENT Examined and approved this day of , 19 Director, Spokan'e County Planning Department for Spokane County Health Officer Spokane,'County Assessor' by D'ep'(aty This plat was approved and accepted by the County Commissioners Washington, on this , . - day of - , 19 Chairman, Spokane County Commissioners I do hereby certify that all taxes which have been levied and become chargeable against the land shown within this map have been full paid this day of , 19 . Spokane County Trecsurer by Deputy On this day personally appeared before me ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife, and WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife, and HAROLD G. ANDERSON, JR., individually, to me known to be the individuals described in and who executed the within and forgoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. , 19� , 19 Notary Public in and for the State of Washington, Residing at Spokane ,19 ?. , 19 .' • of Spokane County, � COUNTY DATUM 2070 C/ 2060 2050 FUTURE RIGHT OF WAY BANNEN ROAD COUNTY BM NO. 115 SE CORNER OF TOP CONCRETE STEP AT 13815 E. 32ND AVE. NW CORNER EVERGREEN AND 32ND AVE. ELEV. = 2013.674 017 ±IW 010 0 i I i Z o m PM STA = 1 +.0350 00 15' H LLLV = 2U)b.UO 1 EARLY DAWN ADDITION 1 v 6 1 co 2 6 7 LJ > > W LL1 3 4 5 +.0233 • s 79 '52'58- 0 CO 2 +17.40 = PC BLOCK 7 7 POND A 1001 VC 00 I , N }' VI 5 I A= 1 +5U II .....11 PIiI 171 r!V .L 20e9.50 � S 89 E 6•.51 6•.29 COMMON AREA POND C 3- S 89'03'46" E W 0 +00 LT. 3.5' CENTER OF SAC 1U 8 18 10 9 24TH AVENUE II -.0 s.54 II r u) • co 17 COMMON AREA 15 16 14 7 +47.22 LT. 3.5' CENTER OF SAC 17 INSTALL PRIVATE ROAD SIGN INSTALL STOP SIGN PER SPOKANE w _ COUNTY STANDARDS..,,,,,,, (0 100 4 5 BLOCK 7 SEC. 26, T.25 N.,R.44 E.W.M. VC 16 r vi J I A - J +UU p'ii E1 Ev /_3.5' � POND 82 MIN I) n 00 d- rI • mininim .•1 • 7111•11111111W211 I • I 111111111111 op 0. EARLY DAWN 1ST ADDITION L COMMON AREA 24 5 +50.93 = PT 23 .0478 18 22 21 15 20 19 PV1 STA - rVI ELEV 10Q• ---VC POND D w 0 0 U ri ® u 6+50 o 2058.98 0 P�- - .0200 E CURVE R1 R2 R3 R4 R5 C8 C9 C10 POND A BOTTOM EL. = 2059.72 RADIUS 1 21.50' 21.50' 20.00' 20.00' 30.00' 35.00' 200.00' 35.00' CURVE INFROMATION LENGTH 1 23.69' 21.11' 31.42' 31.42' 47.01' 55.11' 32.04' 49.10' DEVELOPER'S APPROVAL 0 6 ] B \- OMIT THICKENED ASPHALT EDGE 60.82 cc D 60..42 60.59 - 0.59 POND A CONCRETE GUTTER \I I " 0 I �) O SPOKANE CO. STD. TYPE "B" DRYWELL WITH 30' TYPE 3 METAL FRAME & GRATE ELEV. = 2060.22 TANGENT 1 CHORD 1 DELTA 13.21' 22.51' 63'08'15" 11.49' 20.27' 5615'04" 20.00' 28.28' 90 20.00' 28.28' 90'00'00" 29.89' 42.35' 89'47'14" 35.13' 49.59' 9012'46" 16.06' 32.01' 0910'49" 29.57' 45.17' 80 ' /az /0 D A .1111111111111 CO - .02896 GRATE co • 1111111111111111111111111 • ��� 1 _ • 1. rais- [iammun- I I (0 t o 0 • OMIT THICKENED ASPHALT EDGE FOR 10' CENTERED AT STA 4 +99.8 20.5' . I OMIT THICKENED ASPHALT EDGE FOR 4' CENTERED AT STA 5 +60.25 POND B1 BOTTOM EL. = 62.49 POND B1 PARKING STALL 8.5' WIDE X 20' LONG (TYP.) SPOKANE CO. STD. TYPE "B" DRYWELL WITH TYPE 3 METAL FRAME & GRATE GRATE ELEV. = 2055.35 POND B2. BOTTOM `'EL. = 2054.85 CALL BEFORE YOU DIG 456 -8000 !la1'�'/CN r..i ►1 PVI STA = l ir -I.0.SS M ►`1►`111I1.1kt 0) V) 1 36'` _VO CONCRETE GUTTER .. u3 F- 1 #'Jr 0) 0) 0 ! • rn -• + 01646 w A. • OMIT THICKENED - ASPHALT EDGE 55.95 55.72 55.72 u 1 0 30' j POND B2 3 p X5 t 2070 2060 2060 2050 / <0 b H «' J.,- Q UJ ° Ii °u < • 0 :- W" N Z > 0 (n 0 U) 3- (n w 0 =MO IMI•11111I In z 0 v) 5 w 0 f 1 SHEET OF JOB NUMBER W W W ( 0 0 CO C\ >--N Z Z •d � N 05 0 Z 0 0 + >- J W U) 3 ..� \ 89041 FUTURE RIGHT OF WAY BANNEN ROAD $ COUNTY DATUM 2080 C/L 2070 2060 2080 RIGHT CURB 2070 2060 SI 6+47.00 COUNTY BM NO. 115 SE CORNER OF TOP CONCRETE STEP AT 13815 E. 32ND AVE. NW CORNER EVERGREEN AND 32ND AVE. ELEV. = 2013.674 ^ O + o � w o J z o LI LI u L� LI LI LI LI I fL (DI 103 LI u a z w 0 I- w CO ckS co o z � I � I W O O rn 6 ° 1 . FUTURE ACQUISITION LINE TYPE "C" CURB (THICKENED EDGE ASPHALT)- 7 — F E1 1 \e4 1% 7 8 TYPE "B" CURB AND GUTTER POND C BOTTOM EL. = 2065.90 38.9' SPOKANE CO. STD. TYPE "B" DRYWELL WITH TYPE 3 METAL FRAME & GRATE GRATE ELEV. = 2066.40 EARLY DAWN ADDITION 1 I3 CO I a- O N U N um, N C.! N 11 0 t 0 t-- Cy IQ Cy BLOCK 7 7 r 0 8 1 int S 89'03'47" E 9 — I 1 2'X2'X4" THICK CONCRETE SPLASH PAD 1 1 1 ss.s. _ R -5' • POND C 18 s FIT // 24TH AVENUE T — 1a I SPOKANE CO. STD. TYPE 2 CONCRETE INLET WITH TYPE 2 METAL FRAME & GRATE STA. 10 +50 GRATE EL. = 2068.15 CURVE 1 RADIUS 1 LENGTH 1 TANGENT 1 CHORD 1 DELTA OMIT THICKENED PAVEMENT EDGE FOR 4' 010 10 EVERGREEN POINT SUMMIT 17 8" DUCTILE IRON PIPE 42' @ .0070 IE N = 2066.39 IE S = 2066.10 TYPE "A" CURB L BLOCK 7 16 10 +95.28 EARLY DAWN 1ST ADDITION x L_ EDGE OF ASPHALT — 12 24 01" vlr T -- 0 15 €0MM0N AREA R3 20.00' 31.42' 20.00' 28.28' 90'00'00" R4 20.00' 31.42' 20.00' . 28.28' 90'00'00" R5 30.00' 47.01' 29.89' 42.35' 89'47'14" NOTE: EXISTING UTILITIES SHALL BE BE RELOCATED WHERE NECESSARY. '7 ,10 1nl +I ici N WHEELCHAIR 7 RAMP / � 13 +29.81 — I 13 _Irn - F '� - EXISTING FENCE TO BE REMOVED SEC. 26, T.25N.,R.44 E.W.M. EXISTING DRIVEWAY to=- rn ro O +0 z N' .e.1 EVERGREEN POINT SUMMIT FUTURE ACQUISITION LINE < 5 18 19 20 21 22 23 24 2 2 N 00'43'28" E COMMON AREA POND D BOTTOM EL. = 2058.60 L CURB DROP TYPE "B" STA. 23 +00 CURB AND GUTTER POND D f ® C0MM0 ' AREA �vi6 23 BE ST ROAD 1/4 y 9 DEVELOPER'S APPROVAL B ATE 15' b PP 45' O 60' POND D 24 SPOKANE CO. STD. TYPE "B" DRYWELL WITH TYPE 3 METAL FRAME & GRATE STA 23 +15 GRATE ELEV = 2059.10 x J _ _ 'SIGN M6' 11 12 13. 21 22 23 24 25 25 — EDGE OF ASPHALT / (7-2----441757; CALL BEFORE YOU DIG 456 -8000 +. 01 1 1 S 3 0 to n N O U 3 26 1 Ed (D 0_j U)1 t 0 (s) - (v Lst !A 11 _ +. UU44 +.0040 ............. +.0076 +.UI /0 20' ;�, 11111111111111111111111 1111111111111111111111111111111111111111111111111 MIMIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII M111111111111111111111111 MI111111111=11111111 •1111111111111111111111 I • • -. • J WLI 111111111511•MY IIIIIIMINIMill III 11111•11•11•1111111110 111111111111111■1111 en r..1 0 N t c n N 0 N in 0 N iv MI MI M IN - - -- �_ � i IIII 111111M1111111111111111111111111 11111111111111111111111— : 1n Polo (-vliv `WHEELCHAIR RAMP �— SI 26 +16.88 1 it U J CO CD -0 rrl r, .- ,.t N N 15 - -- 2050 2070 C/L 2060 27 2050 \ / \ 0 0 W M a. Q = a 0 0 0 < 0 w > 0 Q � S I d - w N CO z 0 5 W >- m 0 0 / \ 0 1---1 0 P:4 E -ia cn O Un 0 (4:: r_..1C4 N C ci ! cl_ CZ) Z C 0 E � x4- 2070 Q LEFT N i CURB z 3 En 2060 I` SHEET 2 of 3 JOB NUMBER \ 89041 , CLUSTER OF 4 -2" SCHEDULE 40 PVC CONDUITS FOR IRRIG, TELEPHONE, POWER AND SPARE. 2 -2" SCHEDULE 40 PVC CONDUIT FOR POWER AND 1 -4" PVC SEWER PIPE CONDUIT FOR IRRIGATION LOCKABLE PEDESTRIAN GATE 208 POND -"N •` INSTALL LANDSCAPED ROCK WALL WHERE 3:1 SLOPE IS NOT POSSIBLE 4' CURB .OPENING LINE T1 T2 T3 CURVE R20 R21 R22 R23 R24 TYPE "B" CURB AND GUTTER 68.77TC - 67.07TC 0 I 66.78 CONCRETE CURB TANGENT INFO DIRECTION S 00'56'13" W N 22'05'07" E N 00'56'13" E RADIUS 20.00' 20.00' 20.00' 20.00' 20.00' ASPHALT PAVEMENT 24TH AVENUE / / EDGE OF PAVEMENT 37 R20 67.21TC R23 DISTANCE 24.42' 21.29' 3.80' LENGTH 31.42' 31.42' 7.38' 34.62' 30.58' 68.27TC 67.78TC CURVE INFO 2' TYPICAL 66.88 T1 2' -0" 20' N ai N TELE -ENTRY 68.22TC SYSTEM CONSOLE TANGENT I 20.00' 20.00' 3.73' 23.49' 19.18' 17' 66.20 CHORD 28.28' 28.28' 7.34' 30.46' 27.69' SECTION A -A A � 68.1 OTC 67.60 19 .29' 68.29 5 , • WI 67.33TC GRADE 67.28TC 77' 68.16TC \ 68.09TC I- - in + 67.97TC TYPE "A" CURB 6 .5.66 STA. 10 +95.28 24TH AVENUE 66.61TC R24 CONCRETE CURB NORMAL GUTTER ELEVATION DROPPED GUTTER LINE 4' LONG DROP (UNLESS OTHERWISE SPECIFIED) / / / / / / / / / / / / / / / / / / / / / / / /// TYPICAL CURB DROP 15' R22 67.50TC 67.53TC 66.00TC \//&&\ A A\ A • - 67.71TC T3 67.63TC -• 1 1 1 GATE OPERATOR BEARING 1 DELTA N 44'03'47" W 90'00'00" S 45'56'13" W 90'00'00" N 11'30'40" E 21'08'54" N 50'31'38" E 9910'49" S 21'42'49" E 87'35'53" 2' TYPICAL NORMAL GUTTER LINE DROPPED GUTTER LINE / E R21 TYPE "C" CURB (THICKENED PAVEMENT EDGE) SECURITY �® FENCE 1 -2" SCHEDULE 40 PVC CONDUIT FOR TELEPHONE / / / / / / / 2 -2" SCHEDULE 40 PVC CONDUIT FOR POWER AND 1 -4" PVC SEWER PIPE CONDUIT FOR IRRIGATION SCALE . 1" = 10' 1. The entry shall have security gates which can be opened by the residents using their automatic garage door opener transmitter, and which will enable residents to allow guests to enter using a telephone entry system. The contractor is responsible for locating and configuring all required equipment which will result in a system that operates as described below. 2. Entry gates shall be custom fabricated to incorporate the theme of the development. Each half of the entry gate shall be 16.95 feet in length measured from the center of the hinge point and shall be designed so that there is a 12" minimum clearance between the bottom of the gate and the finished pavement when the gate is in its closed position. 3. The pedestrian gate shall be custom fabricated to incorporate the theme of the development and shall be similar in design to the entry gates. The pedestrian gate shall be locked in the closed position. The lock shall be designed to be opened with a pass key from either side of the gate and shall automatically lock when closed. The gate shall include fifty pass keys. 4 The entry gate operator shall be a Model 490 as manufactured by Stanley or approved equal. The gate operator shall be configured as follows: a) Residents coming into the project may automatically open the west half of the entry gate using their garage door opener transmitter without stopping at the entry island. b) Guests coming into the project may stop at the entry island, view a directory listing all 24 residents, and call any one of the residents by entering a two - digit number into the telephone entry system console. Residents may communicate with the guest and activate the opening of the west half of the gate by keying in a code number into their telephone. c) Residents and guests leaving the project will activate the opening of the east half of the entry gate when they drive over loop sensors placed in the pavement. Additional loop sensors shall be placed in the pavement, as well as automatic time delays and other safety devices to prevent the gate from closing on a ' vehicle or pedestrian. d) The automatic entry system shall be designed with a timer so that both halves of the entry gate can be left open or closed for certain times of the day and on certain days of the week. e) The telephone entry console shall be equipped with a special key operated switch which when activated will open both gates. The switch must be obtained through Fire District #1. f) The entry gate operator must be capable of opening the gate a minimum of 105 degrees from the closed position. 2' .1 /) DEVELOPER'S APPROVAL DATE 1 ' 6" VARIABLE ENTRY GATE NOTES 3 ' 0" SECTION A-A 2 % 2% --- - ---<\ 4 6' . CLASS "A" CONCRETE CONCRETE GUTTER 30' PRIVATE ROAD EASEMENT 14' 14' PAVEMENT EDGE 18" TYPICAL CROSS- SECTION EARLY DAWN LANE SUNNYBROOK LANE N- 2" CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4 % TO 6 1/4 % ASPHALT ON 4" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. MINIMUM TOP OF DIKE ELEVATION - TYPE "C" CURB (THICKENED EDGE ASPHALT) NOTE: POND BOTTOM DIMENSIONS ARE AS SHOWN ON ROAD PLANS MINIMUM TOP OF DIKE ELEVATION FLAT POND BOTTOM ELEVATION TO BE ESTABLISHED FROM LOWEST CURB DROP ADJACENT TO POND FLAT POND BOTTOM ELEVATION TO BE ESTABLISHED FROM LOWEST CURB DROP ADJACENT TO POND 3 MAX. a 1 MINIMUM TOP OF DIKE ELEVATION 3 MAX. FLAT POND BOTTOM ELEVATION TO BE ESTABLISHED FROM LOWEST CURB DROP ADJACENT TO POND R/W DRAINAGE STRUCTURE DRAINAGE STRUCTURE EXISTING ASPHALT 30' 18.5' EXISTING ASPHALT DRAINAGE EASEMENT AS SPECIFIED ON PLAN .2' MIN. 3:1 MAX MAINTAIN GRASS COVER C/L TOP OF CURB ELEVATION ti C/L ti 2" CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4 % TO 6 1/4 % ASPHALT ON 6" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. GRATE ELEVATION TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW MAINTAIN GRASS COVER MAINTAIN GRASS COVER 12' +/- 2" CLASS "8" ASPHALT CONCRETE CONTAINING 5 3/4 % TO 6 1/4 % ASPHALT ON 6" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. .5' SOD GRATE ELEVATION 30' 16.5' 14' +/- 18.5' SOD- SOD - SLOPE VARIES TYPICAL CROSS- SECTION BEST ROAD 30' 3:1 MAX TYPICAL '208' POND WITHOUT DRAINAGE STUCTURE SECTIONAL VIEW FOR PRIVATE ROAD SECTION 2 TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW FOR PRIVATE ROAD SECTION 2' 4.5' +/- TYPICAL CROSS- SECTION 24TH AVENUE 2% STREET RIGHT OF WAY LINE R/W • 3� 1 3� 1 TYPE "B" CONCRETE CURB AND GUTTER R/W 2' 4.5' +/- s SLOPE VARIES 2% 7 7' .'7 iff TYPE "B" CONCRETE CURB AND GUTTER ASPHALT PAVEMENT CURB DROP (SEE TIP. SECTION) NORMAL GUTTER LINE ELEVATION ASPHALT PAVEMENT ASPHALT PAVEMENT CALL BEFORE YOU DIG 456 -8000 \ / \ t cn a_ (!) 0 J o z 0 S J U7 cn n: 0 C 0 CP N 0 �0) 0 a) 0 0 0 0 Q 1 u") N u 0 0 z SHEET 3 OF 3 JOB NUMBER 89041 , ri e s - • 7-7 2 2 23 / 27 I Isc i(ii r * ';4/ •. SI1 ,s' r . 1 f i .. ! r •5'' , .,1 ci # S i -,'•' . '21 ..:' 1 ' NO z/3 oar . 41" I a) c • „-- . _ 44 .. •.4 vie Z/.3ka — f ii V .. 11 oi V ?.. 1$13ciopi 190 193 20 Ave. No. 2173-50' 24 t4- Ave . Z__E - 39 - 81 '0 PubE- 3-%9 0 2 / P - 0 Z _ fjp 1• 4. •ce.-.. 1 ari. a.gi 1 11 1 g • 4 • i $ 4 F ne 8 1011/0 b lig 8 2/ —2/ ST q 11 1 vs z Jtkl) Ne, Zi 43 0' 644.751 tS) 1 / 4 ) JY 210 (40 ..,- 6 o (" \ 26 1 4b4O 241 vcz.. 4 1 71 4 2 G44./ SEC. 26 T.25N.R44D 2 N .13 !SI 2CO5Q...4- J. . ------ 4 3 1 at , 1 I • toy I I0 led G4k 3 224 6) 223 0 227 2 40 0 2 0 0 o co la • . 0 .4 sz,0114 to I tr hd 9 • 2 r 239 4.or• .134 old Is Di .0" v eV • •• 238 • • • Iv 1$ 1 17 T R4I 5 F 1 7Ot WL '2c-r 2. I.( 4, Id • .11. r 1 1 1 .209 II . • 11 .: till Go' _ 1.P — - - •_ _.i ..... ../ "*. 6V 2.' JI 1 ‘s S'6.- • v) 228 229 230 237 1 Is..• 4 0 •■•-.... 00 o. 4) 0 . • —IL-k Jr— 6 G44 .1.___ 43. . —1 • tf#2,4:46, ; I ; tf• f f" `f.--• - • ' • TT ," .. • • • fr'r'••7 ° • -- 41 , 1"7,g ; , ., - --- - r , . I r - . r' 1 ' • , . ‘74 41 • / i' , t , '" , :44 :44'4 - f` SEC 26 T 25N R44I 111 0 Z 22 23 No.1?-01-40 ' 4 27 5 ' 1 - Tr gr.51 7 1 ' Ji _ c. , 1 9 0 A 193 20 Av. No. 2173 N 4/ t3 24j4 Ave . Ho. 434- 6 O r- E TIC> N./ 0 A-,e(sx-f:s a..ct - s /5 17-1-r) > A& D . 0 6 2 0 0 0 8 1, 4 s 7 3 _ 21. 11 • 5 • /tv 9 0 8 15 V.83 z 3 0 I 8 • 2, i7 8 G. q/ 13 0- • • 3 1 2 24: 13 * 1;73 46t ' 2 T 11 I 1 2 23 R 5 5 5 Co 4. , ,2& do n 1, 2 E. na 2Pg 5 rj oe 5 12 z ; ll ° s r 15 2 neo • C?! I 3 t 2 6 ; 20 7 ors a 4 2 3 4 i_ ES/C es 116 8 6 5 18512 Bic 8 2./ST 2re 2 7 rzr- (1 1 tl) 2 /8 J r 4 i k No2143 Go' - 0 k3 4 3 4 35 F J 044.7S' 210 3 - o Oot: 27 \, 26 G44.1 5) 9 12/ '38 ST A 8 7 . if .Y V . . 01 9 /9 V it /2.• N ....1 '18 4 ✓ .. ..- Ili ,-.f. -..1 'N0 ■ Z Z ' .. ‚' F...1 . 21 a. I • •,,, Z g f-1 4- c- 3- CO 7 a • I Ave.- 0 1 1Qc"4 " ss.: 1 !zs:‘5 t 4. - 141 644.75 - r:F 2 1 1 224 227 240 644:/ - FF , c1 - c=P - 4!cr:H DATE I 6 - /5 - 7 2 2c 2/ V . 14 ( 9 18 CO 0 2 0 O 6 T A-I A./ E : Mall= SH/1 D ED SEC. 26 T.25N.R44E.W.M. t-4c:).12 -.4-cp' 4 N.8‘D 2c:,3.4' _f__ AZ. C77 / •0 9 223 228 239 S V 9 9 1 21 G44./ • A 4 SEcT10 3 Q k 2 • 52 1 1111 117 T _ .. • i ' Es r. .51, 5 , 2.5..... , 9 A 4v 13 /2 H u :• :f I - 1• 'Fs" > ,••,:*: 4 • 6. • 213 "c" 238 644 227'.5. FIN/ . - 40 SCALE----. 2 371 4 i I L /0 /3„4 - 4 t • ; • 1 .. 2 .2 , 252G. ( 9 229 p ‘st. es! DES/G Al A 7E .6 H VA C ATIO/V 0 0 0 z g /7 1 7 / I N' 4 • 1-c9 4 - : 5 5 / /2 13 1 , , 20 tA vL 2S5 T 1 2 3 ,, I , 1 1 2 1 .z ! 6 7 11 _ 7 1 c . / / 21s11 2S7 1 - Cs) F7 N 3 I 5, 5 NI • •• ° :1, „: 4 3 X. , • : P. - 5 (? 1 .11 L7, 22 'NO 0 .209 • • O .. • • • •• .. 0 . 4 .• '7 *9 Z t - H .. ? A ■/,e. . - Go-' , J.R. "-) i. 04.5.72- ' ,. -.., 4 . 7 -- ' 4 t ... 3 :1-.-...---:',:.:1'.... k ..t. ' 8 I '- eY ""••• X. 3 4 I 5 2 i 4 230 237 00 2 ) 0 G43.55' t t"7;, - I ‘4 •7,.•,t1 - 7 . v 8 t$ N. IL DESCR/PTIO/V REPRODUCED FROM L-/EN TO / W y A R . g -17 -Tat 6 0 to / 0 - E. 0 tr E , - z k1(5.1201 i2S7' 22,i AVF!. i I 6 ! 2 gio 8. 64-5.7.0 221 ... • 1 .. . . . tt :::. - ,, o' 0 x\e 1 2 236 G43.5.5 0, ACCESS /4, 10 9 /2 G. Rci y 196 199 204 207 7p' 6 • 26 • A 14 S .••• • 1 4L 1 r - I. 3 sy 219 232 9 'CY!. leo I 4 I 13 • • •-• e>1 I 7 Jj 2 6 \,, 25 6478' ft) 197 1 98 N 205 0; 2 %I 206 G4-5.72' 2 17 2 (8 P T. 12.0 233 1 ! 2 y ,•, 2 f 4 § NO.177S-Cd: 36 25 3 5 - 1 c 5.. 36 - (9 0 0 0 0 2 1 1 3 lf) 0 > J J • F?o.CH r 15' COMMON SPACE 0 0 W z z 5 )' 0 ce (1) PUBLIC ROAD DEDICATION 1 0 0 U 0 07 0 0 1f) 0 133.00' 1 138.30' 2 138.00' 138.00' 4 0 t" I O � N ', o CV O O 25 BUILDING /PUD SETBACK ( ( 108.22' 97.84' 139.50' S . 89'03'46" COMMO SPACE • 30' PRIVATE ROAD R/W N 61 CO N U 27.00' S 89 °03'46" E ; SPRAGU EI Well l co to 34 13 130.90' 11 130.90' 9 8 132.40' 100.90' 9.91' 24TH AVENUE 20t3 0 0 0 0 tri 0 u) cV 0 0 0 I co 0 0 1 co • • AVE • Evtrgrt en Jr 118 t li 044' PRIVATE ROAD ENTRY .,I cll.y11 ...:. • `23 PROJ ARE COMMON SPACE Weli 2'6° 'O6/ 135'. 1 17 . 7 6 . 130.91' 14 30' PRIVATE ROAD R/W 130.91' 15 102.0 16 90.30' 17 132.41' • e rI;: Adams .1s• • • -11 VICINITY MAP 20' 10' 20' 1 635.87 10 • U ; 0 Cr, 'N I " ' • !I• 1' . 1!: • 8M • • • ° • 2057 0 0 ui co tD 637.81 2 • " 10 1 1203o • 1' • 4 CHIC A GO AR A Sr • ® PAU 1i PA ) lip„ :.__ ...__ .;!•• ur u q!i Terrac Parh • 3t Mary'1 I F '�• II travel Pit.?. • . 5th . j( :. :)i. ,4tH . . ..I AVE C ob • Central Valley High ich :d•. • 25' PUD SET —BACK COMMON SPACE A 20616 36 1 ,>381 144.69' 24 1 39.76' 138.00' 22 138.00' HM 2227 23 21 138.00' 1 I 0 0 I"' to I� I (' 1":1 0 I Q 0 W W 10 1:c t (33 � O N �I 0 O 15' M , Z 4) , PUBLIC ROAD DEDICATION T 10' DEDICATION 25' BUILDING /PUD SETBACK N SCALE 1" =50' CONTOUR INTERVAL 5' SPONSOR PRELIMINARY P.U.D. PLAT OF EVERGREEN POINT WRS & Associates, Inc. P. 0. Box 14084 Spokane, Washington 99214 ENGINEER Inland Pacific Engineering, Co. South 25 Altamont Spokane, Washington 99202 SITE DATA Total Plat Area Common Area Total Number of Lots Typical Lot Size Typical Lot Dimensions Method of Sewage Disposal Method of Water Supply Existing /Proposed Zone SURVEYOR'S CERTIFICATE This map was prepared by me or under my direct supervision in conformance with the requirements of the Survey Recording Act. Patrick Moore 6.36 Acres 1.14 Acres 24 6,100 Sq. Ft. to 9,100 Sq. Ft. 55 X 135 Spokane Valley Public Sewer System Public (Vera Water & Power) Agriculture / UR 7 w /PUD t t e. t Z • E• 39 oe PE1576-89 nu INLAND PACIFIC ENGINEERING South 25 Altamont Spokane,Washington (509) 535 -1410 99202 1 PROPERTY O SPOKANE COUNTY ASSESSOR 7 64O. 11 NEM ...NM 11. - LEMLfW 8/17139RK n.DD. EARLY‘ DAWN SECOND ADD pr 1 MOWN* alwilap glmm. 7 1 EARLY DAWN F/RST ADD 0 26 - 25 - ".■ 1 ( _ _ _ _ _ _ 11, _ 1 ' T G 1 1 SO& So ,/ L__-1 Ps _ _1 11,111.4,1,hr 1,1■11“,„„.1 .11111110 1,11111 1,11, w,i,,,1 •,1,1,111AI 1111.,,,,11' , 11111■11,111 1 .1,1,1111411LN) 1 1,1 1 „ ,,,,1 1„, „, •,14111) 1 ,1„ , KARMA ADD 011M 411M11. 01111. 011111. MIPS _ _ _ _ _ 1 L. 1 BELLA VISTA 1 DIVISION NO.1 1 1 (DRAIN F/ ELD - - J 9 1 o co` e 4c 1 1 - 00 1 1 ( (.1 111. MM. OM. MIM■ OEM OW. ..... OM UM I PARK LAND ESTATES P U D AIM MUM OM ORM ems maIN amitio" ass me atm OM 11111111 OM OM SIM NM GINA WM WM NMI NM WM MIR MEI MID 16 2/0 1161 f I L?..; Z25 31 LT 6 BLK I FT STRIP . 125• 65-4 / O 8 0 - 8 CYJ 2// 21 S e 0 2 2 •Z 1 Z ; 6 4 4 r�zoo• -- - 26 L— ? " �' — _ 4• Q /Jo ; a 63 [ 4 -4o /Je 2 J' a (� ",� �� . •S t //2 2656 3 [141 46 2.3..9 52 //2.48 //2 43 /13.43 eS'.*See. 26 RT //243 /22.43 /47 5 j1 ti! 2/2.43 2 4.3 sC TRACT A 1121 SP 88-539 TRACT B x L (7f11, 1 2.2 t21 /47 © 6 313 3/3 93 ® 1 !1 0 0 J 2.3 a I f 11 ;Go -- 7-,/,[,.. rr -=3"rig /Y_U_ - - - 647.00 0 t�l VERA w 1/4 SECTION 26 FND BRASS CAP & RP'S PER PLAT OF EVERGREEN POINT CALC POSITION NOTHING FOUND OR SET PUBLIC ROAD DEDICATION M inf G r S 89'03 E 133.00' EARLY DAWN 'ADDITION i BLOCK 7 1 7 N t Situate in Spokane County, Washington. 1 7,965 S.F. 5 89'03'47" E 138.30 2 7,593 S,F. 5'X10' S 89'03' 138.00' 3 7,590. S.F. s 89 '03'47" E 138.00' 4 7,590 S.F. 5'rio' UTIL..ESIAT. S 89'03'47" E 138.00' 16' \\ OE SEWER EASEMENT 5 IRRI A11oN p�• LINE 't AS E NT 7 9,359 S f. 129.50 RADIAL BEARINGS 1. S.52'07'11 "W. 2. N.89'02'51 "W. 3. N,11'48.19° W 4. N,21'36'01 "E. 5. S.89 '04'42 "E. 6. N.89`04'42 "W 7. N.20'09'03"W. 8. N.1315'19"E. 9. S.89 "E. 10. S.8916'32 "E. 11 S.26'39'12 "E. 12. S.24'55'18%7- 13. S.33'28'22 "E. 14. S.28'06'07 "W. O ► R = 50.00 " L 33.27/ 'AJy S 89'03 46 E 77.80' /-- - - 77.80'- - - - t- r = 20.00' L= 29.64' -- � R R = 50.0Q' I i L = 31.49' 3,57' L = 10,22 1. c 13 CO • 1 8,393 S.F. UTIL ESMT. 1 15 47" E 10' 1 12 p 0 O 7,199 S.F. r � 1 I F: 1 fl Li) 10 ° o I 0 t) 10' 1.73' S 89'03'47" E N 5' UTILITY ti . EASEMENT �6+. - _. , •4 ■ 1 \.79' tt H i@t t\ � �sr i7rr a_ I - , s 89'03 47 ' E 1 ---P--- S S 891 6'3 . 2" E . 100.90' 30 3,50 cv-- J 5'N:10' •UTIL ES M J. x10' CTRL ESMT. v C4- u� / 7 4, 1 , cp., S 89'03'47" E z _ ( 3) w � 87.56' 0< o' F 1 . . Mu) 0 � 8 rn 47.00' No more than one (1) dwelling structure shall be placed on any one lot; nor shall . any lot be further subdivided for the purpose of creating additional lots, ownerships or building sites without first filing and receiving approval of a repiot. Side yard and "rear ..yard . setbacks shall be determined at the time building, permits are requested. The setbacks .indicated on this subdivision may be varied . from if proper zoning approvals are obtained. BASIS OF BEARINGS S 89'03'47" E • 448.28' 1N J 0 DEDICATION KNOW ALL MEN .B W Y. THESE... PRESENTS. that ROY, NYHOLM and MARIE NYHOLM, husband . and wife, WESLEY ;B:` ANDERSON . and ALICE M ANDERSON, husband and wife and HAROLD G ANDERSON;,; JR., individually, have caused to be platted into Lots, Block, Common Area, Streets and Private Roads, the land shown hereon, to be known as THE SUMMIT AT EVERGREEN POINT and being a portion of Tract 211 of VERA, per final plat thereof recorded in Volume "0" of Plats, page 30, described as follows. Beginning at the northeast corner of said Tract 211; thence S.00'43'28 "W. along the east line of said Tract, being also - the westerly margin of Best Road, a distance of 435:00 feet; .° thence N:89`03'47 "W. parallel with the north line of said Tract a distance' of ' 637 :81 feet; thence N.00'43'28 "E. parallel with said east line a distance of 435;00 feet to the north line of said Tract, being also the southerly margin of 24th Avenue; thence S.89'03'47 "E. along said north .line a distance of .637.81 feet to the point of beginning Ari& they do hereby dedicate to pubs , se forever ten feet (10') of additional right :of - way for • Best Road and a triangular ,•arcel of additional right of way f or: 24th Avenue, as- shown hereon:. Si : T to . a 'TITLE : NOTICE concerning the five foot (5') wide Future Acquisition Area adjacent to , sold 24th Avenue,' as recorded 19 , under 'Auditor's Document No NR ; •direct';:occess from late' to 24th Avenue or Best Street, except at Sunnybrook Lane; :;shall be aliowed.. 18 S 89'03'47" E 130.90' 5'x10' UTIL. ESMT. 5. 89'03'47' E 130.90' N 89'03'47" W CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 10 7,184 S.F. 6,477 S.F. 8,944 S.F. COMMON AREA _, 25,_BLDG SETBACK TRACT 211 24TH AVENUE 7- 5' WIDE FUTURE ACQUISITION AREA ■ 587.81' 'o O O 15' BLDG. 'a) O N co co 75' 75 , 1' W h DRNG ESiy T eLic S 7g 5 2' 58 E z 62.7 s 7939'26" E 3T F LANKING R EET SETBACK -1 � 5 1 LOT 25 (COMMON AREA) N 2.04 ACS. ' O 5' WIDE UTILITY EASEMENT 0) O z S 89'03'47" E ' 130.90' BLOCK r -8 ONE 11 7,199 S.F. tL) u� 5'x10' UTIL ESMT. ' ca 122.40' 4 5t 1 BACK . 17 I L 30' S 89'03'47" E 130.91' 7.192 S.F. ' / 89 '03'47" E 20 100.91' 1 U 1 Ili S 89'03'47" E 87.99' 10' WIDE IRRIGATION 1 .LINE EASEMENT 122.41' CURVE TABLE RADIUS 1 LENGTH i TANGENT I 20:00' ' : 21.86:;: :: ' ' -12.17' 20.00' ;19:48'.: :':..:, ,. _. 10:59' 48.50'' 24.23' ..1 2.37' • 48.50' 28.28' ,1 48.50' . 20.08' :10.19' 20.00' 20x30 31:34 _.. 19.9 31:49'. 7 ' 73' 35.00' 55:11' 35.13' 200.00' ' 32.04' 16.06' 35.00' ' ..49:10' 29.57' 48.50' : 24:23' 12.38' 48.50' '28.28'` 1455' 48.50' ' 20.08' .10.19' ' EARLY DAWN 1ST j ADDITION BLOCK 7 1 ' ) 1 L_ 30' ) COMMON AREA o N '_ 4) .R = 50.00' L = 21.57' S 89'03'46" E 148.93' R = 50.00' L = 33.69' 23 1 I }- z 138.00' Ili o 2 l o 14 0LL,< 0 1� 21 W � . . _J i . N 7,590 S.F. 1 Q 0 1 0' C2 C1 .� = 14 > V) 52 0, S 8916'32" E ° 3.50' 5'x10' UTiL ESMT. 0 __" s C11 "C12 --- N /'0. �s- O o. South 25 Altamnt Spokane,Washington .(509) 535 =1410 99202 7,200 S.F. N 5'x10' UTIL. ESMT. S 89 '03'47" E L. I to 130.91' 5.90' 10 1-16' WIDE SEWER / / EASEMENT f , 15 16 6.482 S.F. 4 .(6 •L 4, eb 4 ' C13 0 1- z 8,933 S.F. va) tD - 1-7 - 7 NPI °p 0 1) 1329.82' 47.00' 637.81' ' 16 15 SET' PK NAiL 637.81 1 1 15' 15' ? D' Is -1 in 0 CO N 8 1 tl co 0 tri o °' La 10 0 a cn - "" 1 . !' i r' S 89'03'46" E 0 O Q 0 CHORD I 20.79". • 2'3,96' :27.88' 213:23' 4L59' 32;01" 45,17' :23.98' 27.88' ,9.94'° ( D 1.62'N 138 15'x70' PUBLIC DRNG. EASEMENT 20 '1N ` 7,295 S.F. S 89'03'47" E 1 101.00' I. / 6 'x10' UTIL ESMT. / o co co O 07 4. 4. 0 m -S 89'03'47" E 144.69' 0 'p DELTA 62'37'20" 55'48'10" 26'37'27" 33'24'22" 23'43'18" '9012'46" ;. 19'47'14" 9012'46" 09'10'49 ". 80'22'54" 28'37'47" ' 33'24'20" 23'43'31" 234.53' 24 8,543 S.F. 7,697 S.F. S 89'03'46" E 138.00' 5'x10' UTIL. ESMT. 22 7,590 S.F. 5'x10' UTIL ESMT. S 89'03'47" E FND RR SPIKE PER ROS # 7809210193 19 6,632 S.F. 5 89'03'47* E 94.67' 10' WIDE IRRIGATION LINE EASEMENT-, 1 X 18 9,370 S.F. 129.50' 1 Tt1 ``'public water system, pursuant to the WATER PLAN . approved by County and State health authorities, the local fire protection. district, Spokane County Building : Safety Department, and the water supplier (purveyor) will be installed within the :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. Uses "of' private wells and water •. systems is prohibited. Any water service for, this plat shall be provided in accordance with the Coordinated Water System Plan for Spokane County. O 1 I I X10, 1tcg -- r : F- 15' w ' W X I I 2 O 5' F ke- o . N a 3 0 0 rrt) tri W d' 0 z q U I! O to O l N � co � -+) w II 1 *NI NC I ca $ z � 0 N O 0 ca � 1I . 4 I FND PK NAIL ON LINE S.I. 32ND & BEST FND RR SPIKE PER ROS # 7809210193 •,pubiic' sewer system will be made available for the plat and individual service will be provided to each lot prior to sale. Use, of individual on -site sewage system ; ,shall not be authorized. The owners or successors in interest agree to U authorize the County to place their' names. on a petition for the formation of a L1D• -b ' `ietition method pursuant to R.C.W. 36.94 which the petition includes the owners : property and further not to object by signing of a protest petition ; against the formation of a ULiD by resolution method pursuant to R.C.W.: Chapter 36.94 which includes the owners'_ property: PROVIDED, this .condition shall not prohibit the owners or successors from objection to any assessments) on the property as a result of improvements called for . in conjunction with the 'formation . of a MID by :either petition. or resolution method under R.C.W: Chapter 36 The owners . of all lots within this -subdivision shall be _ members. of the THE SUMMIT AT EVERGREEN POINT. HOMEOWNERS'ASSOCIATION.:and subject to the Articles of Incorporation and. Bylaws thereof. SUBJECT :to the DECLARATION _OF PROTECTIVE COVENANTS OF THE SUMMIT AT EVERGREEN POINT as recorded under Auditor's Document No . We further. dedicate to the THE SUMMIT AT EVERGREEN POINT HOMEOWNER'S ASSOCIATION the ,Common Area (Lot 25, Block 1) for the common use by the lot owners, for private roads, drainage facilities, utilities, recreation, . and other. R(b private roads, as shown hereon, are easements which provide a means • of ' Ingress rand,' egress for those =lots within. the Plat having frontage "thereon. r$lubJeat to separate DECLARATION OF •COVENANT. REQUIRING PRIVATE MAINTENANCE AND , CONSTRUCTION - :.OF - A PRIVATE„ ROAD, as recorded 19 under ,Auditors Document No. which by reference: is r made a part ereof. ' 20' 20' 0 W CO 0 0 . z r -- GRAPHIC SCALE 50 0 25 50 i I ► 1 ( IN. FEET ) SCALE: 1" = 50' LEGEND • FND. MONUMENT AS NOTED SET 1/2" REBAR W /YPC STAMPED "MOORE 18091" AS: 0 ANGLE POINT IN BOUNDARY - I - LOT CORNER 100 NOTES: 1. THE BEARING OF S. 89'03'47" E. ON THE CENTERLINE OF 24th AVENUE, AS SHOWN ON THE FINAL PLAT OF EVERGREEN POINT FIRST ADDITION, IS THE BASiS OF BEARINGS FOR THIS MAP. 2. THIS SURVEY WAS PERFORMED USING A TOPCON GTS 2 SIX - SECOND THEODOLITE AND ELECTRONIC DISTANCE METER. FIELD TRAVERSE METHODS USED. WERE PER WAC 332-130-90 SECTION "C ". FINAL PUD PLAT OF THE SUMMIT AT EVERGREEN POINT BEING A REPEAT OF A PORTION OF TRACT 211 OF VERA LOCATED IDI THE SW 1/4 OF SECTION 26, 1.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON NOVEMBER 1989 WARNING:., Spokane County has no responsibility to build, improve, or maintain or otherwise service the private roads contained within or providing service to the property described in this plat. By accepting this plat or subsequently by • aliowing a building permit to be issued on property on • a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever ,to;.establish, .examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a private road. This requirement is and shall run with the land and shall be binding' upon the ' owner, their heirs, successors or assigns including the obligation to participate in the maintenance of , the private road as provided herein. Public drainage easements, as platted and shown hereon, for the purpose of installing, operating, and maintaining drainage swales and drainage facilities to dispose of stormwater runoff are hereby granted. The property owners shall maintain the drainage swales and ponds 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 swales. 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. easement. The County of Spokane Is hereby granted the right of ingress and egress to all public drainage easements. The County of Spokane will m aintain the drywelis, as shown . on the approved road plans, located • in said public drainage easements. . A private drainage easement for the purpose of installing,. operating, and maintaining drainage swales and drainage fa cilities to dispose of storrriwater runoff is hereby granted over the Common Area (Lot 25, Block 1). The property owners shall maintain the drainage swales and ponds 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 swales. The property owner* or their representatives shall inform each succeeding purchaser of all ' drainage' easements on the••property and their responsibility for • maintaining drainage facilities within said, easement. Drainage'-fociiities within said private drainage. easements and within the private road easements,' as shown on the approved private road plans, shall be maintained as part of the private roads, per said DECLARATION REQUIRING PRIVATE MAINTENANCE .AND CONSTRUCTION OF A PRIVATE ROAD. • The County of Spokane. is hereby .granted an easement for the construction, • maintenance, and operation' of a sanitary sewer system ` over, under and across the private road easements, and over a sixteen ,foot (16') wide strip in Lots 5, 6, 9, • 10, 15, 16 and 25 (the Common Area) as shown hereon, the centerline of which is the lot line common • to said Lots 15 and 16, 9 and 10, and 5 and 6 and • its westerly prolongation. Utility easements are hereby granted to the serving utility companies' over the private road easements,and over a five -foot (5') wide strip adjoining all public road :rights of way • and the margins of the private roads, and over five foot by ten , foot . (5'x10') strips, as shown hereon. An easement for irrigation water lines is hereby granted' to the THE SUMMIT AT EVERGREEN POINT HOMEOWNERS ASSOCIATION over the South 10.00 feet of Lots 7, 8, . 17 and 18, Block 1, as shown hereon. • . . IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hands this day of , 19 __, ROY H. NYHOLM WESLEY B. ANDERSON HAROLD ` G. ANDERSON, JR. ( Le * MARIE E. NYHOLM ALICE M. ANDERSON SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County .Subdivision Ordinance. • Patrick J. Moore, RLS Certificate Number - 18091 COUNTY UTILITIES ; DEPARTMENT Examined and approved this day of , 19....... Director, Spokane County Utilities COUNTY ENGINEER Examined and approved this day of , 19r. Spokane County Engineer COUNTY PLANNING DEPARTMENT Examined and approved this day of , 19.. Director, Spokane County Planning Department COUNTY HEALTH DISTRICT Examined arid approved this day of , 19 for Spokane County Health Officer COUNTY ASSESSOR Examined and approved this day of , 19_ Spokane County Assessor by Deputy COUNTY COMMISSIONERS - This plat was approved and accepted by the County Commissioners of Spokane County, Washington, on this day of , 19... Chairman, Spokane County Commissioners COUNTY TREASURER 1 do hereby certify that all taxes which have been levied and become chargeable against the land shown within this map have been fully paid this day of , 19- Spokane County Treasurer by Deputy ACKNOWLEDGMENT STATE OF WASHINGTON) : ) ss County of Spokane ) On this day personally appeared before me, ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife, and WESLEY B. • ANDERSON and ALICE M. ANDERSON, husband and wife, and HAROLD G. ANDERSON, JR., individually, to me known to be the individuals, described in and who executed the within and foregoing instrument, and acknowledged that they 'signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and. seal this • day of . , 19 Notary . Public-in and for the State of Washington, •Residing at Spokane