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PE-1469F-84;2.-61-7/ ,Z- e._/',,1 d es-i (6- `)( d _ - /s --ct i Ai 4 -- at-_ AL., v ,DA 3._- I �yt t 'E--- vi ` 1 ` q i 1 1 . - 1 . it • ....._ .. /mil _ Ii.ii. .? = 4 - --/ ( 8,1 4,, se - 6--- / / 3 -_-9( . - -t-c • 1 1<y _ 3 d , I..... _. ,...._., 31.1 'I 1 .ile 2 (pat srt.P (,U ,', r - /q)000 - Slite 4JbaCG.Q -- t °�' Date to Review Date Received „2 4-9/ Project Name SITE ADDRESS Date Submitted Time BLDG. PERMIT # - or - FILE# P.E / / //� 9 �/y}-��-�� s - t - r C Sponsor's Name �// S 4 �Gat7. - 1 - � /lC(/// Phone # 9a - 0 Tela Address Pad 2 90 2 / }� No. Lots 46 No. Acres c/ 0 a 3 a83 PARCEL #d ( S 4 /3 -U 2 0.c Work # Date conditions mailed Contact person Phone # FLOOD ZONE Yes No Engineer / Surveyor's / Architect's Name Water 1 Address 5 , c'j 4 8 , t Sewer 99,..2/7e,2 — 413 S - /V/g School 3_.$7 Planning Contact Person Phone # Description Initials • 6 it- to � ‘...n V U CC," l I ' / / V / C Q/� Alr,.nRSR of .fors 20 Pea CHec/t Fee /oo - �► ^,`o ^ai, 0 k y � 4 9frtrn , r✓' A/ el* rAt '4f'eo W e' K .Sc .4 4a 0 IC Lea EN 0 K Qi AS /S Or B.S.Piente4 S 0 K PI-./41" Loc,¢Tew'A'y //7 - 0 K aFFlc. 4L. Sa,rarz,ee Sets 0 K Sine u& tuff t eder/lapsw f v o,�o / Es O K e i4c La, Dries - • O 1 0�. 0 0 g. e . en /OJ.4c gets?" /rtt =M - Lor f& "eat �urrlirr o I� iP /w OED / ` r/V /i4 / FOOT - 17 P /A 3 n1° e ,, G.t:o eft ,v6;its lJRe1 0 4 - T.(.sc r X Ain\ 0 C L o 7 ,4ee4.4S R era ,.It Wes" ,c N/A b K.- Ct-o3uICE No /1fi DIQaO 1 .�e e -sc t Pr o •-I K Al /Fe,-t . v Q ,U/ A .¢.o, /4 -r 0 K RIO - C.Q P srArFAYetur 10 pt Afr r'ts P44re n,a Al /A R //u 12 E a /c.4Timy PD Die AnuAA,R Lr4,UAC,Ae.6 �/ K E e_ FL..oa p /tw «),e Anoc.e N/ A. Pitts, Ar-F R ,Doc. /#5 !V / A Pe t V arR t£o V'./Ae Ail e,c, N //'t 6 LL au N rR •c 5 I C c_2'PrtcN i PD O WA(ERSt+tPS Ro .4p P4-aNS Orel BC I30N I at t R 6/ MILeS (NEw/ ` U, 22 0 rn r, A,CE A 7e S 5 /t, AKNowLEU 6 e MENTS G O0-'4_ S /GATED By Eti ,ee'e - 3 -- lel/ ,:. • 6 it- to 31ST AVENUE, BANNEN, EARLY DAWN AND SUNNYBROOK COURTS IN EVERGREEN POINT EIGHTH ADDITION NO. 1469 -11 COUNTY ENGINEER'S ROAD FILE NO. 2136 9(;0405(1358 VOL 1 8 4 6 PAGE 9 2 0 RESOLUTION NO. 96 0328 1'IiEl' Ulr ?Fi .tonif � RUUUESI ( BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKA E - COU TY, WASHINGTON APR 5 3 24 P11'96 IN THE MATTER OF ESTABLISHMENT OF q it ,) n rt L. 110101IIIE BANNEN ROAD, 25TH COURT AND 261'11 AVENUE A'+r!I RESOLUTION- IN EVERGREEN POINT SIXTH ADDITION NO. 1469-1- P Ur; „ CUUHTY WASI ESTABLISHMENT J DFPUfY This being the clay set for the hearing on Spokane County Engineer's Report on the proposed establishment of BANNEN ROAD, 25 11 COURT, 261'11 AVENUE, 31ST AVENUE, BANNEN, EARLY DAWN AND SUNNYBROOK COURTS, proceedings for which were initiated by PRELIMINARY RESOLUTION NO. 96- 0227, and it appearing to the Board on proof duly made that Notice of Hearing was published and posted in the manner and for the time required by law, and the Board after examining the report and maps of the Spokane County Engineer and all claims and papers on file and after hearing all other evidence adduced at the hearing; and IT FURTHER APPEARING that the rights of way have been dedicated as public roads, 50 feet wide, and that said roads are a public necessity and the same should be opened and established as County roads. THEREFORE BE IT RESOLVED by the Board of County Commissioners of Spokane County, Washington, that the hereinafter described roads as reported by the Spokane County Engineer on the 2nd day of April, 1996, being more particularly described as follows: BANNEN ROAD - 50 feet wide, from the south right of way line of 2401 Avenue southerly to and including cul -de -sac. 251'11 COURT - 50 feet wide, from the west right of way line of Bannen Road west to and including cul -de -sac. 26TH AVENUE - 50 feet wide, from the west right of way line of Barmen Road in Evergreen Point Sixth Addition to the west line of Lot 3 Block 12 (one foot strip) in Evergreen Point Third Addition. Located in the Southeast Quarter (SE 1/4) of Section 26, Township 25 North, Range 44 E.W.M. in Evergreen Point Sixth Addition. 31ST AVENUE - 50 feet wide, from the west right of way line of Best Road to the west line of Lot 13 Block 20 and southeast line of Lot 14 Block 20 (one foot strips) in Evergreen Point Seventh Addition. 31ST AVENUE - 50 feet wide, from the east line of Lot 9 Block 19 and southwest line of Lot 14 Block 20 (one foot strips) in Evergreen Point Seventh Addition to the east line of Lot 11 Block 23 in Evergreen Point Eighth Addition. BANNEN COURT - 50 feet wide, from the north right of way line of 31st Avenue north to and including cul -de -sac. EARLY DAWN COURT - 50 feet wide, from the southwesterly line of 31st Avenue south to and including cul -de -sac. SUNNYBROOK COURT - 50 feet wide, from the south right of way line of 31st Avenue south to and including cul -de -sac. Located in the Southeast. Quarter (SE 1/4) of Section 26, Township 25 North, Range 44 E.W.M. in Evergreen Point Eighth Addition. and as shown by the records and maps on file in the Office of the Spokane County Engineer be and the same hereby are established as County roads and the same shall be known as BANNEN ROAD, 25TH COURT, 26TH AVENUE, 31ST AVENUE, BANNEN, EARLY DAWN AND SUNNYBROOK COURTS, Road File No. 2136. The road supervisor of the road district in which the said roads are located is hereby directed to open and maintain the saute for public use and travel. BE IT FURTIIER RESOLVED that the one foot strips described as follows are hereby dedicated for pubic road purposes: BY: 1 \v \ Its \cst \rR 136 dill \engr \sLeum APPROVED BY THE BOARD this 2nd day of April, 1996. ATTEST: WIJ-A AM E. DONAHUE C�L$RIC OF TIIE BO VOI. 18 q 6 PAGE 9 21 Lot 3 Block 12 in Evergreen Point Third Addition Lot 9 Block 19 and Lot 13 & 14 Block 20 in Evergreen Point Seventh Addition ROSANNE MONTAGUE, DEPUTY BOARD OF COUNTY COMMISSIONERS OF SPOKANJYCOUNTY, WASHINGTON D. HARRIS, CHAIRMAN STE,d EN'HASSON 2ir 3 -Se' +4, 4 27 e •lo.4b4.-GO' 3 4 L. ES /1E3Let t E LT - Sr . Fitt 1.1 E► J CT. If E AtLLY oh \vi u CT. SCE kJ F.J Y F,t001'—t CT St 5'E'. AVE. 41.2 tiEf..1 7-0. > 3R 5 T H CT: a . ,Q Z,Co T E—t 4v E . TP 2:=VbeI( - r. ) Ii- " c i "V If; ls 2 41 35 6c a 14'-t 238 644 :, moo. 0 �'6 ART' 3Z� -nov. 3 V RESOLUTION NO. 96 674O BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON IN THE MATTER OF AMENDING RESOLUTION OF ESTABLISHMENT OF BANNEN ROAD, 25 COURT AND 26 AVENUE IN EVERGREEN POINT SIXTH ADDITION NO. 1469 -F 31ST AVENUE, BANNEN, EARLY DAWN AND SUNNYBROOK COURTS IN EVERGREEN POINT EIGHTH ADDITION NO;. 1469 -H COUNTY ENGINEER'S ROAD FILE NO. 2136 WHEREAS, by Resolution No. 96 -0328 passed and adopted by the Board of County Commissioners on April 2nd, 1996, the Board of County Commissioners approved the establishment of Bannen Road - 50 feet wide, from the south right of way line of 24'' Avenue southerly to and including cul -de -sac. 25i Court - 50 feet wide, from the west right of way line of Bannen Road west to and including cul -de -sac. 26'" Avenue - 50 feet wide, from the west right of way line of Bannen Road in Evergreen Point Sixth Addition to the west line of Lot 3 Block 12 (one foot strip) in Evergreen Point Third Addition. Located in the Southeast Quarter (SE /a) of Section 26, Township 25 North, Range 44 E.W.M. in Evergreen Point Sixth Addition. 31" Avenue - 50 feet wide, from the west right of way line of Best Road to the west line of Lot 13 Block 20 and southeast line of Lot 14 Block 20 (one foot strips) in Evergreen Point Seventh Addition. 31" Avenue - 50 feet wide, from the east line of Lot 9 Block 19 and southwest line of Lot 14 Block 20 (one foot strips) in Evergreen Point Seventh Addition to the east line of Lot 11 Block 23 in Evergreen Point Eighth Addition. Barmen Court - 50 feet wide, from the north right of way line of 31" Avenue north to and including cul -de -sac. Early Dawn Court - 50 feet wide, from the southwesterly line of 31" Avenue south to and including cul -de -sac. Sunnybrook Court - 50 feet wide, from the south right of way line of 31" Avenue south to and including cul -de -sac. Located in the Southeast Quarter (SE 1.4) of Section 26, Township 25 North, Range 44 E.W.M. in Evergreen Point Eighth Addition WHEREAS, the County Engineer recommends approval of the amendment to the establishment resolution. THEREFORE BE IT RESOLVED by the Board of County Commissioners of Spokane County, Washington that the recommendation of the County Engineer is approved Bannen Road - 50 feet wide, from the south right of way line of 24i Avenue southerly to and including cul -de -sac. 25t Court - 50 feet wide, from the west right of way line of Bannen Road west to and including cul -de -sac. 26'" Avenue - 50 feet wide, from the west right of way line of Bannen Road in Evergreen Point Sixth Addition to the west line of Lot 3 Block 12 (one foot strip) in Evergreen Point Third Addition. Located in the Southeast Quarter (SE /) of Section 26, Township 25 North, Range 44 E.W.M. in Evergreen Point Sixth Addition. 31" Avenue - 50 feet wide, from the west right of way line of Best Road to the west line of Lot 13 Block 20 and southeast line of Lot 14 Block 20 (one foot strips) in Evergreen Point Seventh Addition. 31" Avenue - 50 feet wide, from the east line of Lot 9 Block 19 and southwest line of Lot 14 Block 20 (one foot strips) in Evergreen Point Seventh Addition to the east line of Lot 11 Block 23 in Evergreen Point Eighth Addition. Bannen Court - 50 feet wide, from the north right of way line of 31" Avenue north to and including cul -de -sac. Early Dawn Court - 50 feet wide, from the southwesterly line of 31" Avenue south to and including cul -de -sac. Sunnybrook Court - 50 feet wide, from the south right of way line of 31" Avenue south to and including cul -de -sac. Located in the Southeast Quarter (SE 1/4) of Section 26, Township 25 North, Range 44 E.W.M. in Evergreen Point Eighth Addition and dedication of the Southwest Quarter (SW ' /a) of Section 26, Township 25 North, Range 44 E.W.M. is dedicated for public road purposes and Resolution No. 96 -0329 is hereby rescinded and the County Engineer is directed to cause a copy of this resolution to be recorded in the Office of the County Auditor. PASSED AND ADOPTED by �' ; of County Commissioners of Spokane County, Washington on 23rd day of July, 1996. ATTEST: WILLIAM E. DONAHUE RK OF THE B RD BY: RO`ANNE MONTAGUE, DEPUS AMENDING RESOLUTION BOARD OF COUNTY COMMISSIONERS OF SPOK ' E COUNTY, WASHINGTON 11.4, q D. HARRIS, CHAIRMAN 1 P/ /f Jti 'OSKEL EY i 4 EN HASSON S P O K A N F. DIVISION OF ENGINEERING AND ROADS A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., County Engineer January 14, 2000 Washington Trust Bank University Branch P.O. Box 2127 Spokane, WA 99210 RE: Savings Account Number 30- 0045 -707 -7 for Residential Construction of Evergreen Point 6 Addition. P14 (09 F Dear Sir or Madam: Please be advised that the Savings Certificate Number 30- 0045 -707 -7 dated March 21, 1991 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat in the remaining current amount of $6,000 may now be released in full effective immediately. Evergreen Point 6 Addition Roads have been established and the warranty period has expired. This final release should close out the above referenced savings certificate. If you have any questions, please call me. Sincerely, Bill Hemmings, PE Development Services Engineer/Manager cc: File, Sandy Kimball 1026 W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 477 -3600 FAX: (509) 324 -3478 TDD: (509) 324 -3166 Test No. Station and Ref. to C/L • . to Sub Grade Type of Material and Use '1 Iv •;Komi •'D7fa' PASSING 4)4 SIEVE _i T1 •M REMARKS Opt. Opt. Correctec Fielc Test Max. Corr. 5,0 &-r Std. -Ns. Field Test % Max. a1 S� t C57•C- 7•S 11 5.3 ti-C$ )262_ 137.y z.6) l35.8 98.8 >9sY. ok z3 +ZS H•S H_I V 13�.y 99.3 251- 7s L.1.s 5,8 137_ I 99.8 y z5�ct st50 1 9,5 5.i 134.E 97..7 S atACt s +,5 v Nii H.S 6•1 )3g.7 99.5 I. j DAILY COMPACTION TEST REPORT Project Engineer In /. >hr/ RN" Enc j r. Contractor Inland fps /94l b Project Name ,5,;,mr7; � u� ,„e —P� ti „ a F REMARKS: Page No. f SPOKANE COUNTY ENGINEERS Cont. No. EAfi )R3 Date 5//7/9 of 1 • INSPECTOR Sta. U.L. Dens. 3ffset Read- ings Avq. Corr.Ga % Std. % Rice Sta. - to Sta. x- Depth "orr.UL Control ACP X Lot No. Tons z90 fit* Ct HtR3 It R 173 jy 930 ATB Thick a" 143.9 Class Lane: Lt. 4* E, F, G EB, WB, NB, SB 45hk ct 5 +73 9 i_ pH.' 143.7 J 11.0 9'1. or Rt.; /13.(, Other ab 4, 4. H tsy 3 R 1 13 -7 I113.7 Leveling Std.Density Rollers Passes .Temp: Mat Remarks 9 3.8 9'1-/ Leveling Std.Density Rollers Passes Temp: Mat Remarks Wearing Iy3 Rice Rice Density /53.2. Z6 51 &3 W L 111.1 PHA 9Z.9 -1411 &rtncn 171-95 7 R fel.o 113.1 / 13 112.7 i43.o 93.9 Air 65 •9 33 Air 7n j)tZ OK Sum >9Z`Z o'c Sum Sum Avg. Avg. 114.0 Avg. 94.o Gauge Correction Factor n Sta. U.L. Dens. 3ffset Read- ings Avq. Corr.Ga % Std. % Rice Sta. lfit sy' to Sta. 4Aton Depth Corr.UL Control ACP X Lot No. z Tons 345 19 +36 9 L 143.7 143 93.6 ATB Thick z." /43_ z Class Lane: Other O C, t. or Ri.; E, F, G EB, WB, NB, SB 2A+51 z. R H3-1 143.6 93.1 /13.(, 2.1 +3/3 5 1. I1a.8 1H Leveling Std.Density Rollers Passes .Temp: Mat Remarks 93.'-f Leveling Std.Density Rollers Passes Temp: Mat Remarks Wearing 14.3 -3 Rice Rice Density )53 -2_ 2Ht93 It R /42.1 1Hz.5 VIZ - 9Z.9 ZS *17 al 1 112.7 i43.o •9 33 Air 7n Air /13.3 >9Z`Z o'c Sum Sum Avg. Avg. I13 _93 -1 Gauge Correction Factor p Sta. U.L. Dens. 3ffset Read- ings Avq. Corr.Ga % Std. % Rice Sta. to Sta. Depth "orr.UL Control ACP Lot No. Tons ATB Thick Class B, C, E, F, G Lane: Lt. or Rt.; EB, WB, NB, SB Other Leveling Std.Density Rollers Passes .Temp: Mat Remarks Wearing Density Rice Air Sum Avg. Gauge Correction Factor Contract No. FAR 03 SR No. Section Comments: a5 '-11-65 1-0 (, +30 aGtk A v-c.. to- 3H tr, 6tz9 ACP -1 Barmen Co Jq v 17 +6H to /AfT4 t 4v1L l6. ASPHALT CONCRETE PAVEMENT COMPACTION CONTROL REPORT Date 9//8/91 Gauge No. /" 135. Project Engineer In/and /'vcii^ic, E1,- �1' / 6 Inspector Street Inspector Contracto INSPECTOR'S SIGNATURE— Ae4a0— D A T E : Si1 iql F R 0 ?; . T O : C O M P A N Y: R E M A R K S : : 1 S 'PO N . 4 V 45 (t7 r 5 r A X T F _ h , N S r'1 I T T A L S H E E T frcElf ' t,o4't Is I N L A N D P A C I F I C E N S N E E R I N G CO. 11 u m b e r of p a g s (in;lu ing this sheet) : G ittni N .sett :sQ:. CO. EN�itN&n.s P.01 N o t e . If any of these fax copies are illegible, or you do not receive the same number of pages as stated above, please contact us immediately at: (509) 535 -1410 CURB DESIGN WITH EXISTING PAVING TYPE "B' CURB Street: 24th Avenue Date: 03/01/91 Project: Evergreen Point 6th Designer: Steve 1/2 Paving width . 20.00 ft FIELD INFORMATION OFFICE CALCULATIONS Distance Cross 1/2 PN - Min curb Max curb Proposed Sta. CIL Elev EP Elev CIL Grade CIt to EP Slope Dist C /1 - -4.51 -2.01 Curb Elev Grade Sta. 200.00 75.26 74.93 11.00 0.0300 7.50 74.98 75.17 75.08 200.00 - 0.0034 0.0005 250.00 75.09 74.87 11.80 0.0186 6.70 74.95 75.12 75.11 250.00 - 0.0072 - 0.0065 300.00 74.73 74.54 12.00 0.0158 6.50 74.63 74.80 74.78 300.00 - 0.0080 - 0.0065 350.00 74.33 74.28 12.50 0.0040 6.00 74.40 74.55 74.46 350.00 - 0.0058 - 0.0065 400.00 74.04 73.92 12.40 0.0097 6,10 74.03 74.18 74.13 400.00 -0.0072 - 0.0065 450.00 73.68 73.61 12.50 0.0056 6.00 73.73 73.88 73.81 450.00 - 0.0046 - 0,0065 500.00 73.45 73.35 13.00 0.0077 5,50 73.49 73.63 73.48 500.00 - 0.0100 - 0.0100 550.00 72.95 72,78 14.20 0.0120 4.30 72.97 73.08 72.98 550.00 - 0.0138 - 0.0140 600.00 72.26 12.06 14.00 0.0143 4.50 72.24 72.36 72.28 600.00 -0.0140 il hip 609.15 72.15 609.15 P. 02 Spokane County Engineers Project: N. 811 Jefferson 456 -3600 Job No.: Spokane, NA 99201 Disc.No.: File Name: ' TYPICAL SECTION DATA 01-Mar -91 Roadway half width ENTER - -) 20 03:41 PM Road Name ENTER - -> 24th ave • Left or Right ENTER - -> Curb Type TYPE B COUNTY Station Interval ENTER - -) 25 MINIMUM MAXIMUM Curb EL. Curb EL. Edge Pave. CENTER 7. SLOPE EDGE DIST. X SLOPE . EDGE DIST FROM ( -4.57.. ( -2X to Gutter - LINE • CENTER- PAVEMENT C/L TO C/L TO PAVEMENT EDGE PVMT.from E/P + FROM E/P + SELECT- Design Top Curb STATION ELEVATION LINE ELEVATION E/P EDGE PAVE 7. SLOPE TO CURB CURB HGT) 'CURB HGT) ED ELEV X GRADE 7. Grade 200.00 75.26 74.93 1 1. 00 -3.00 0.00 9.00 74.98 75.17 75.08 -3.13 250.00 75.09 -0.34 74.87 11.80 -1.86 -0.12 8.20 74.95 75.12 75.11 -2.16 0.06 300.00 74.73 -0.72 74.54 12.00 -1.58 -0.66 8.00 74.63 74.80 74.78 -2.23 -0.66 350.00 74.33 -0.76 74.28 12.50 -0.40 -0.59 7.50 74.40 74.55 74.46 -3.42 -0.64 400.00 74.04 -0.58 73.92 12.40 -0.97 -0.72 7.60 74.03 74.18 74.13 -2.87 -0.66 450.00 73.68 -0.72 73.61 12.50 -0.56 -0.62 7.50 73.73 73.88 73.81 • -3.08 -0.64 500.00 73.45 ' -0.46 73.35 13.00 -0.77 -0:52 7.00 73.49 73.63 73.48 -4.64 -0.66 550.00 72.95 -1.00 72. 14.20 -1.20 -1.14 5.80 72.97 73.08 7258 -4.30 -1.00 600.00 72.26 -1.38 72.06 14.00 -1.43 -1.44 6.00 12.24 72.36 72 7 28 -3.67 -1.40 / CONTRACT: S-G P v G 7 160 150 110 100 90 METHOD N ■■■■11111■ ■\ . S i D M1111111111•■■■■■,► MOLD DIA. ■■■■■■■■■■■■■'' VOLUME OFSAMPLE ■■■ ■ ■■■■■■11111■■\/443..c° 47 1111 ■ ■ ■■11 ■ •■N1111 ■ ■1, LABS Z'1 ■ ■■■■■■ ■■■■1111■■■■,. Control 1 ■ ■ IF W UNIT W IGH �{ MOISTURE SAMPLE NO. WGT. OF WET SOIL EOSS 9r WGt OF DRY SOIL E D+64+ /Z3. r .3 . 'R' Value Swell % Lab Soil Classification L S Lolls c $kba w i GtAUet. REMARKS: . FI &c-,D m.0IST. 74% 455,4„4.Q455,4„4.Q.-.7 S g7•. = ‘ WGT. OF WATER WGT. OF DISH WO*. OF DRY SOIL MOISTURE �7 CONTENT e a , 7,0 Sef5 7.3 11111M11,11 Free Water ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� ■ ■ ■ ■ ■ ■ ■ ■, DRY UNIT WEIGHT tz S. 1 1' .10 I /3 ■■■■ ■■■■■■■■■■■■■■■■■■,. MECHANICAL AN A LY IS ••11■ •1111 ■ ■ ■■ ■111111■ ■1111•■••• , SAMPLE GRAVEL SANO FINES Retai G o ■ ■ ■� ■ ■ ■ ■� ■ ■ ■■ � , o % Field l Soil Classification IOIIIIIIIIIIIHHIIIINHIIV OP7� S L MO ! IS `{ COTURE f4 C ONTENT M c Srr iY4 AX. w/ SCI TY eh n C - DRY DEN - T r3 DRY . I SP R \ TESTED BY CHECKED BY -DATE JOB NO 2 -) 1 2- 11 L Z N 1 Ott z 3` I/ t t •4' tt4 No. 200 Pan -e- .40 Ze 4, 17.8 e- e 5 ■■■■■: 11■ 11 ■m■11 ■ ■ ■ ■■■ ■ ■■■■ ■ ■ ■ ■■■■ ■ ■■■ ■.. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1W11■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■■1111■■ ■11 ■ ■MIMIL ■ 1111 ■ ■ ■■ ■ ■ ■■■M►1■ ■ ■ ■ ■ ■■■■ ■ ■ ■■ ■■ ■1111■■ ■ ■ ■■■. ■■■■■■■■■■•■ ■ ■ ■ ■ ■11■11■■11 ■ ■ ■ ■11■■■■■■■■■■ ■ ■1► 1111 ■ 1111 ■ ■■ ■1111■■ ■ ■■ ■11■■ ■ ■ ■ ■■ ■ ■ ■ ■ ■■ ■■1111■■ ■ ■1111■ \t, ■ ■ ■ ■ ■ ■ ■■■ ■11 ■ ■ ■ ■■ ■1111■ ■ ■11■1111■ ■ ■11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■\. ■■■ ■ ■■■■■ ■ ■ ■■■ ■ ■■11 ■■11■■■■ ■ ■ ■ ■11■■ ■11 ■1111■■■ ■11■ ■ ■■ . ■ 1111 ■ ■■ ■■■1111■1111■■■■■■■■■■■■ ■■■11► 1111 ■■■ ■■■■■111111■ ■ ■ ■■ ■1111■ ■ ■ ■11■■ ■ ■ ■ ■ ■ ■11■ ■ ■ ■■ ■ ■11 ■■11►. ■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■t■■ ■■■11■ ■■ ■ ■ ■■ ■111 NNE NM 1.01 3, 3 8:'I 2.2:5 91.1 %,7 BLOWS PCR LAYER zq NO. LAYERS 4 TAMPER WT. 57.5 DROP HT. 5Pt/N WGT. OF WET SOILEMOLD 7. WGT. OF MOLD WGT. OF WET SOIL 3Z_ 3 2_14 ti 24 4 7-f 4. bo Moisture % Frac. Face LL PL PI Seive Wt. Sizes Ret. Wash % Ret. % Pass 2 3 Total % Specifi- Pass cations 10 STA COMPACTION TEST DATA ( MOISTURE CONTENT — % ORY WEIGHT 35 40 LOCATION Efre 50 Pt ( 6.1 DATE Size or type Sampled and test by Source Weights 79.2. fb Wash Sand Equiv. S P o K A N E r:4r z '>7 %a — i T � ;� C O u N T UTILITIES DIVISION N. Bruce Rawls, P.E., Utilities Director February 2, 1996 W.R.S. & Associates, Inc. Attn: Bill Smith, President P.O. Box 14084 Spokane, WA. 99214 Re: Evergreen Point 6th Addition Sewer Construction Dear Mr. Smith: This is to notify you that the Spokane County Utilities Division accepts the Evergreen Point 6th Addition sewage collection system effective February 2, 1996, for operation and maintenance subject to a one year warranty period. The sewer construction portion of your security (Washington Trust Bank Savings Assignment number 30- 0045- 707 -7, dated March 21, 1991) is hereby authorized to be reduced from $6_.000.00 to $3,000.00 and is to remain in effect during the warranty period. It will be eligible for release February 2, 1997. If there are any questions concerning this matter, please contact me at this office. Sincerely, aides A. Legal; P. Utilities Engineer cc: Vern Jarvis Dave Berto ,Washington Trust Bank - University City A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director 1026 W. Broadway • Spokane, WA 99260 -0180 • (509) 456 -3604 FAX: (509) 456 -4715 TDD: (509) 324 -3166 DIVISION OF ENGINEERING AND ROADS William A. Johns, P.E., County Engineer January 30, 1996 Ed Loshbaugh & Sons Construction East 3715 Dalke Spokane, Wa 99207 Att: Bob Loshbaugh Re: Evergreen Point 6th Addition: Sewage Collection System Dear Bob, Please be advised that the Construction Division accepts the quality of construction of the following system components: - All mainline sewer pipe, manholes, and side service stub -outs located beneath paved roadways and within the platted boundaries of Evergreen Point 6th Addition. The above acceptance will allow the County Utilities Department to establish a one year warranty period. Utilities will begin this period when all as -built drawings, 0 & M manuals, easements, and other related system components have been satisfactorily provided. Any additional defects observed in the system during the warranty period will be brought to your attention by the Spokane County Utilities Department. Very Truly Yours, James A. Radke, P.E. Assistant Construction Engineer L t- • A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director 1026 W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX: (509) 324-3478 TDD: (509) 324 -3166 ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. FYI Ai Lei Gr✓j 3/22./9! Ok 1/ a7/91 0 tiondr.jl mod "ate I//7 /9I .ispector Skm.,ks Weather a.m. Time Charged Contractor this Day -' /z or 1 Other County Personnel Contractor Personnel Classification 1 2 3 4 5 6 Diary Section —= —Flit'0 t4 ire . INELIT.Talai e. .. ear aPa isnt. ^, 11 •ita4.1433: Signing checked Parick list Mtit=ftINSRECTION REPORT Pg OFFICE vF THE SPOKANE COUNTY EN.INEER 1 2 3 4 5 6 p.m. N■A a►L enev.tr W fl??Caw. tat tz.v a - ...— ... - .n r Letts ✓ tr>sy, 4)_S# rn :r hrrJ (n47 0 a m pm 6 erkn 9S RS Equipment List INSPECTOR'S SIGNATURE L 6 tj Number 1 of 1 Project Name ____er3 ?PP M Project No. CRP /RID Report No Contractor and /orSub(s) s�bnr.rk� Fal.r� T„ G ,.l,vsa/ Hrs. Used Standby afar Lille ninaI:TJP. I... _ail.: .ri:n IMMI i.:7i nevus c i. f n4 i7MginA Sincerely, J J James A. Radke OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer September 16, 1994 Ed Loshbaugh & Sons Construction East 3715 Dalke Spokane, WA 99207 Re: Sewage Collection System for Evergreen Point 6th Addition Dear Mr. Loshbaugh, Television inspection of the above sewer system was conducted on August 29th after cleaning of the lines had taken place. No additional defects were noted. Defects remaining to be repaired are called out in my letter dated July 6, 1994. They are described as follows: A side service has been cut -in using flexible rubber couplings 258 feet downstream of manhole #141 /25. The rubber coupling joints have dropped causing a gap between the pipe ends and an excessive swale at the side service. Relay this section of pipe to eliminate the swale. Replace the flexible rubber couplings with either rigid PVC slide couplings, or a coupling combining a rubber gasket with a stainless steel compression sleeve. In all manholes, seal ladder rung -holes where rungs are not installed. In manhole #141 /25, the 4th ladder rung is missing. Repair. I have enclosed a map showing the location of the dig -up. A permit to work within the County right -of -way will be required do to the excavation work. Please arrange for inspection of the work by contacting the Construction Division's field office at 456 -3606 twenty -four hours prior to commencing operations. Upon completion of the repairs, request that they be inspected via television camera. Assistant Construction Engineer C o u N T A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director 1026 W Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX: (509) 324 -3478 TDD: (509) 324 -3166 INA 8TH 29 ®= 30TH AV •*4 [Voiami rmn (40/2 1 40/2 C/ERGREEII.POINT. 28TH AVE • 41.4/30.9 Caro a SIM EVERCREEN POIN • 1ST :A9P,. 40/2 0.3/ i• ERGRELI Pcxnr Cr . ENO. CM. 0 40/30 MEM C.O. 39.8/2 cs Y e _ r `da' 00 • 40.8/21 EVERGREEN 3TN AoUN'. 100 40.3/2 \41•(8') 26TH AVE 40.3/ 27TH CT' 403/2 — 312 (6•—' 40.3/30 351'(8') 41/26.8 CAE'. 4• CND Ems era • ble CID 0 0 x=41.9/26. 0 0 CAPPED COMO 0 PARNSIOE Al EVERGREEN PT "!0S 2102 • i 2 V 9 � i1 rl Y 9/'9 42.6/29. 141.9/30. "-CI I' ) 1ST AVE . • 320(24') • "i . - 331'(24') • 2.4/2 4WD) �Q42.5/26�j 7 D 0 1..I/1) 5.7-12 t Ani 42.7/28: R 5 ?4TH AVE O - alliM 27TH AV..:' . . . Ems. .Nam .—. EVERGREEN POUR 6TH cow. . T ' � 41 �� ;.. **4/24. 1 I26543 -I 336'(24')- _ `345'(24•0 ' 140'(8') C ' �.1 '. .... 196'': / • • .�.�. ISE - r 318'(24'):` - ' x' 329 1 (24 ?--- S P O K A N E U N T Y OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer July 6, 1994 Ed Loshbaugh & Sons Construction East 3715 Dalke Spokane, Wa 99207 Re: Sewage Collection System for Evergreen Point 6th Addition Dear Mr. Loshbaugh, Television inspection of Evergreen Point 6th Additions sewage collection system was conducted on June 23, 1994. Prior to Construction Division acceptance of the quality of construction of the system, the following faults noted during the inspection must be resolved: A side service has been cut -in using flexible rubber couplings 258 feet downstream of manhole #141/25. The rubber coupling joints have dropped causing a gap between the pipe ends and an excessive swale at the side service. Relay this section of pipe to eliminate the swale. Replace the flexible rubber couplings with either rigid PVC slide couplings, or a coupling combining a rubber gasket with a stainless steel compression sleeve. Manhole faults were as follows: In all manholes, seal ladder rung -holes where rungs are not installed. In manhole #141/25, the 4th ladder rung is missing. Repair. A permit to work within the County right -of -way will be required due to the excavation work. Please arrange for inspection of the work by contacting the Construction Division's field office at 456 -3606 24 hours prior to commencing operations. Upon completion of the cleaning or repairs please provide a written request to this office for the affected lines to be Re -TVed. Sincerely, flt 7 7 CAJ mes A Radke Assistant Construction Engineer cc: WRS Associates fiLE A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director 1026 W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX: (509) 324 -3478 TDD: (509) 324 -3166 DIVISION OF ENGINEERING AND ROADS William A. Johns, P.E., Acting County Engineer Washington Trust Bank University Branch Rnv 2127 Spokane, 7 4.2 . A. 99210-2127 pear r Or Madam: Everzras Point 6t1; Addition 94c W.R.S. & A--eociatee. A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director December 7, 1995 Please be advised that Savng: Certificate !':uff.laer 30-004E- 707-7 i_sued by yctur company aa P-uretv for inatallationa of roads and associated drainage facilities for the above mentioned plat, dated , ..,arch 21,1991 in the current ar::.ount ef i715,2 may ncim: be reduced 70 "= (aix thoussnd U.S. dollara) . The remaining amcurit for sewer cc.nstruction and reLease bf this amount has not ' authorized by the Spokane County Utilities Directo. if vou tifttVc" any fluetiona, f = fre tr. r.r 1 ;; r Very trdiv vcdrs, bill :johns, P.E. Spokane County Engineer David A. Bert° Piat Comr Surveyor 1026W. Broadway Ave. • Spokane, WA 99260-0170 • (509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 From To Inter- office Communication r / , OIL ,Form 327 —C.R. C--- • OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date 4 7 L. 197 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: TOM YAKE FROM: DAVE BERTO D.II• DATE: April 17, 1992 SUBJECT: BOND ITEMS P1469F EVERGREEN POINT 6TH ADDITION The bond for the above mention project is for the following items: 1) All the items on the approved road and drainage plans including the sod for the "208" Swales. 2) Bond has been reduced to 615,200.00 to reflect work already completed. 69,200.00 for streets and 66,000.00 for sewers. c: \wpdoc \dave \memo \items S P 0 1G A N E OFFICE Of' TIIE COUNTY ENGINEER A DIVISION OF TIIE PUBLIC WORKS I)IEIS\RTMENT Ronald C. Hormann, I'.E., County Engineer Dennis M. Scott, I'.E., Director Washington Trust Bank University Branch P.O. Box 2127 Spokane, WA. 99210 -2127 RE: Evergreen Point 6th Addition PE 1469 F Dear Sir or Madam: C O U N `1' November 26, 1991 Please be advised that Savings Certificate Number 30 -0045- 707-7 issued by your company as surety for installation of sewers, roads and associated drainage facilities for the above mentioned project in the current amount of $21,200.00 may now be reduced to S15,200.00. If you have any questions, feel free to call our office. cc: WRS fr Assoc. N. til I Ieticrsm Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer M Jerry Sims Plat Inspector Spokane, M':\ 002 00 -01 till 150 -15o -3000 FAX 1 50 0 1 -15o -.I 1 TO FROM SUBJECT .c;- X r V7 A15 17 1 0eD vi 1 4 ado . 2 2 Co 4 /5 707 7 at 9ter 7s-, 79'i /) TOPS a FORM 3397 6 1 V CDEPAL,, . MENTAL CORRESPON•NCE ) o 92 (0) d 0 °°D 0 6 C I _ p o DEPT DEPT, DATE it- zG r LITHO IN USA Washington Trust Bank University Branch P.O. Box 2127 Spokane, WA. 99210 -2127 Dear Sir or Madam: cc: WRS & Assoc. N. 811 Jefferson OFFICE OI Ti COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer S P O I< A N E .a ,� ;tgl�. �:: i "' -ss ..'t- C 0 U N - r V RE: Evergreen Point 6th Addition PE 1469 F A DIVISION 01 PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director November 15, 1991 Please be advised that Savings Certificate Number 30 -0045- 707-7 issued by your company as surety for installation of sewers, roads and associated drainage facilities for the above mentioned project in the current amount of $104,000.00 may now be reduced to S21,200.00. If you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer Jerry Sims Plat Inspector Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 156 -4715 PROJECT Evergreen Point 6th P1469F NON STANDARD DRAINAGE ITEMS 1) 2) 3) 4) 5) 6) NON - STANDARD ROAD ITEMS BOND ESTIMATE GRADING, SURFACING, CURB, AND SIDEWALK NAME J Sims DATE 15- Nov -91 DRAINAGE ITEMS UNITS QUANITY PRICE COST 1) Drywell - Type A EA 1250.00 0.00 2) Drywell - Type B EA 1480.00 0.00 3) Grate - Type 1 EA 325.00 0.00 4) Grate Type 2 EA 330.00 0.00 5) Grate - Type 3 EA 320.00 0.00 6) Backfill For DW CY 14.70 0.00 7) Concrete Inlet EA 610.00 0.00 8) C.M. Pipe 10" Dia. LF 20.00 0.00 9) C.M. Pipe 12" Dia. LF 24.60 0.00 10) C.M. Pipe 15" Dia. LF 30.50 0.00 11) C.M. Pipe 18" Dia. LF 24.00 0.00 12) Precast Manhole EA 1435.00 0.00 13) Solid lid EA 300.00 0.00 14) Ditch Excavation CY 55 9.20 506.00 15) Sod SF 5100 0.70 3570.00 DRAINAGE SUBTOTAL 0.00 0. 00 0.00 0. 00 0.00 0. 00 4076. 00 16) Monuments ER 160.00 0.00 17) Barricade LF 32.00 0.00 18) Street Signs ER 3 75.00 225.00 OTHER SUBTOTAL 225.00 19) Rough Grade CY 9.20 0.00 20) Top Course CY 10.60 0.00 21) Base Course CY 10.60 0.00 22) Asphalt Concrete Tons 44.40 0.00 23) Curb Type A LF 6.20 0.00 24) Curb Type B LF 7.90 0.00 25) Curb Type R LF 7.20 0.00 26) Sidewalk SCI YD 15.30 0.00 1) Repair Broken Curb in Cul -de -sac LS 1 250.00 250.00 2) Shape behind curb LS 1 1500.00 1500.00 3) 0.00 4) 0.00 GRADING AND SURFACING 1750.00 GRAND TOTAL 29d 'f- 6,051.00 CAA4 /0 of � ) o u J I ylr2eva ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. F V E A; r - be I krr4 3 / 2 -L 191 O k Newly. I I ri -1. l/ 7.7191 Ok Diary Section 3) unc.J 1r3L OAILLENEtREGT.ION REPORT OFFICE OF THE SPOKANE COUNTY ENGINEER "-'late 1//7/91 ,ispector 5frn -,ks Weather a.m. p.m. Time Charged Contractor this Day - 1 /2 or 1 Other County Personnel 1 2 3 4 5 6 Project Name 5./9.1-3 c7 At& Project No. CRP /RID Report No Contractor and /or Sub(s) L2shI,a „n1 > F dr v . ) 77,, /.nnc Asj a /t Equipment List Hrs. Used Standby Contractor Personnel Classification 1 2 Number 3 4 5 � n t � ( 3' b I -1'`,9"61 C e �. 6 install 5 -1red Signs per S!) Cc 5 ar J rJs_' Clam 041,L ({ei1r15 1 +, /1.ai hn S. (A /I' erccn r c SPa/PC /1;1 r 5 s) TV 5 Le'ir>n O1' 4a,n,tr Iinr 1i "� R e p n�r (7rnken ten r !n R7nnrvt PCI C,. I rle — Slr_ - 1"I) ! ( 7) giros .5Ap e by l,r.ira <,,,.b t • z.k tc. 4 < — £S P& 2.7, C — 7J1 g zit , Pg. 1 of 1 Signing checked am pm INSPECTOR'S SIGNATURE For security purposes only, W. hereby assigns to Spokane County, c unt Savings in the face amount of 104,000.00 and held in and by the Washington Trust Bank Bank of Spokane, Washingtcn University City This assignment is made as security for the full and faithful performance by Developer, W.R.S. AND ASSOCIATES, INC. te p of the construction of certain roads. monuments and drainage facilities in Evergreen Addition as specified in the typical section and roadway improvement specifications for said subdivision, dated ** MARCH 1 , 19kQ( and 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 W:R S. AND ASSCX'TATFS, TNC. or any other party only with the prior written consent and agreement of Spokane County. PROVIDED, FURTHER, the undersigned does hereby authorize Washington Trust 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, W.R.S. AND ASSOCIATES, INC. hereby authorizes Washington Trust Bank to release to Spokane County that amount of money requested up to the maximum amount in the savings certificate. DATED this 21st day of March ** and sewer improvement specifications for said subdivision dated FFl12ur+.4 (- t 9 q/ and on file in the office of the Sbookane County BANK OF Utilities Department. DATED this STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss 21st day of March On this day personally before me William R. Smith known to be the individual described in and who executed the within instrument, and acknowledged that he signed the same as hic Gary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 21st day of llr OFFICIAL SEAL Iema rootAT 0. WA WASHINGTON COUNTY OF SPOKANE My Comm. Expires August 15,1993 A S S I G N M E N T R.S. AND ASSOCIATES, INC. a municipal corporation, the following: Number 30- 0045 -707 -7 Branch , 19591 . Washington Trust Bank , 19891 . W.R.S. AND ASSOCIATES, INC. , to me and foregoing free and volun- , 19 &91. GxV otary Public, I and for the State of Washington, residing a1 Spokane, Washington. PR- OJEG Evergreen Point 6th Addition 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) Special Sidewalk Inlet 2) 3) 4) 5) 6) 16) Monuments 17) Barricade 18) Street Signs GRADING, SURFACING, CURB, RND SIDEWALK 19) Rough Grade 20) Top Course 21) Base Course 22) Asphalt Concrete 23) Curb Type, R 24) Curb Type B 25) Curb Type R 26) Sidewalk NON - STANDARD ROAD ITEMS 1) 2) 3) 4) BOND ESTIMATE NAME J Sims UNITS EA EA EA EA EA CY EA LF LF LF LF EA EA CY SF EA DRAINAGE SUBTOTAL EA LF ER OTHER SUBTOTAL CY CY CY Tons LF LF LF SO YD GRADING AND SURFACING GRAND TOTAL QUANITY PRICE 1250.00 4 1465.00 325.00 330.00 4 320.00 160 14.70 575.00 18.00 24.60 29.00 24.00 1435.00 300.00 110 8.65 5100 0.50 2021.8 705:7 690. 8 2389 442 270.1 00 O._d DATE 04- Mar -91 8.65 10.60 10.60 42.65 6.00 7.90 6.90 14.75 COST 0.00 5860.00 0.00 0.00 1280.00 2352.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 951.50 2550.00 3 350.00 1050.00 0.00 0.00 0.00 0.00 0.00 14043.50 8 140.00 1120.00 32.00 0.00 3 75.00 225.00 1345.00 17488.57 7480.42 0.00 29462.62 14334.00 3491.80 0.00 3983.98 0. 00 0. 00 0. 00 0. 00 76241.39 91,629.89 STREET QUANTITIES PROJECT NO.- PE1469F DESIGNER- J SIMS DATE- 3/ 4/91 1 PROJECT DESCRIPTION- Evergreen Point 6th Addition STREET # 1 NAME- BANNEN ROAD LENGTH- 809.17 FT. WIDTH- 36.00 FT. BEGINNING STATION = 1809.71 ENDING STATION = 2618.88 INTER # 1 T INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 INTER # 2 T INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM # 1 : CROSS STREET EXCLUDED EW 10.00 PW 20.00 SK 0.00 RAD 20.00 TERM # 2 : CUL -DE -SAC OFFSET PERM RADIUS = 45.00 RADII = 20.00 ITEM SURFACE AREA- 34721.36 S.F. ROADWAY EXCAVATION 1.00 FT. CRUSHED SURFACING TOP COURSE 0.33 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0.17 FT. CURB TYPE A EXISTING 0.00 FT. STREET # 2 NAME- 26TH AVE LENGTH- 212.91 FT. WIDTH- 36.00 FT. BEGINNING STATION = 434.00 ENDING STATION = 646.91 TERM # 1 : CROSS STREET EXCLUDED EW 18.00 PW 18.00 SK 0.00 RAD 20.00 TERM # 2 : CHOPPED ITEM SURFACE AREA- 6296.76 S.F. ROADWAY EXCAVATION 1.00 FT. CRUSHED SURFACING TOP COURSE 0.33 FT. CRUSHED SURFACING BRSE COURSE 0.00 FT. ASPHALT CONCRETE 0.17 FT. CURB TYPE A EXISTING 0.00 FT. STREET # 3 NAME- 25TH COURT LENGTH- 137.96 FT. WIDTH- 36.00 FT. BEGINNING STATION = 510.00 ENDING STATION = 647.96 TERM # 1 : CROSS STREET EXCLUDED EW 0.00 PW 18.00 SK 0.00 RAD 20.00 TERM # 2 : CUL -DE -SAC STANDARD PERM RADIUS = 45.00 RADII = 20.00 ITEM SURFACE AREA- 8422.78 S.F. ROADWAY EXCAVATION 1.00 FT. CRUSHED SURFACING TOP COURSE 0.33 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0.17 FT. CURB TYPE A EXISTING 0.00 FT. ITEM SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE B EXISTING SIDEWALK EXISTING TOTALS ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A CURB TYPE B I SIDEWALK MEASUREMENT QUANTITY 1286.0 C.Y. 428.7 C.Y. 0.0 C.Y. 439.4 TONS PROPOSED 1680.4 FT. MEASUREMENT QUANTITY 233.2 C.Y. 77.7 C.Y. 0.0 C.Y. 79.7 TONS PROPOSED 349.8 FT. MEASUREMENT QUANTITY 312.0 C.Y. 104.0 C.Y. 0.0 C.Y. 106.6 TONS ' PROPOSED 358.9 FT. STREET # 4 NAME- 24TH AVE LENGTH- 455.18 FT. WIDTH- 10.00 FT. BEGINNING STATION = 240.12 ENDING STATION = 695.30 ONE SIDE ONLY PWIDTH= 20.00 EWIDTH= 10.00 QWIDTH= 0.00 INTER # 1 T INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM # 1 :'TAPER -- - TAPER = 30.00 "' - TERM # 2 : CHOPPED MEASUREMENT' QUANTITY 5147.64 S.F. 1.00 FT. 0.50 FT. 0.00 FT. 0. 17 FT. 0.00 FT. 0.00 S.Y. 190.7 C.Y. 95.3 C.Y. 0.0 C.Y. 65.1 TONS PROPOSED 442.0 FT. PROPOSED 270.1 S.Y. 2021.8 C.Y. 705.7 C.Y. 0.0 C.Y. 690.8 TONS 2389.0 FT. 442.0 FT. 270.1 S.Y. / I,h ,,f {/n BOND EST FORM PROJECT ,kFX61 (C.P /Y pOld7 4 1 NAME G-m //P /Sam DATE ,3 /V/q / / 1 Item # Drainage items Units Quantity Price Cost 1) Drywell — Type A EA 2) Drywell — Type B EA 3) Grate — Type 1 EA 4) Grate — Type 2 EA 5) Grate — Type 3, EA LI 6) Backfill for DW CY 7) Concrete inlet EA 8) C.M. pipe 10" dia. LF 9) C.M. pipe 12" dia. LF 10) C.M. pipe 15" dia. LF 11) C.M. pipe 18" dia. LF 12) Precast Manhole EA 13) Solid Lid EA 14) Ditch Excavation CY Jj o 15) Sod SF S ) O '0 Non Standard Drainage Items Page Std Dwl S"d'.JO4 Ohl -eft EA. J 33-b Bd1 Dwl Dwl BRF e _Dia et Pine Pipe Dia Pipe Dia OTHER 1) 2) 3 5 ) y /be � r 5) 6) 7) toics = 5/0 96/4 / x c/'-)vr--, ( = // 0 C, SPOKANE COUNTY COURTHOUSE PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N. 721 JEFFERSON STREET PHONE 4 56 -2205 SPOKANE, WASHINGTON 99260 MEMORANDUM M (i )94401(12§7171S7 RECEIVED F t 13 13 1991 County Engineering TO: Spokane County County Engineer Spokane County Utilities Spokane County Health District Spokane County Department of Building & Safety Fire Protection District No. 1 Vera Water and Power FROM: Tim Lawhead, Planner II C DATE: February 12, 1991 SUBJECT: Review of Final Plat PE- 1469 -84 Evergreen Point 6th Addition Enclosed find copies of the above referenced final plat. Please review and forward any comments by February 27, 1991. If you have any questions you may contact Tim Lawhead at 456 -2205. Thank you. s am Enclosure c: Bill Smith, 2701 S. Boliver Rd., Spokane, WA 99223 Inland Pacific Engineering, 25 S. Altamont, Spokane, WA 99202 INDORSEMENT NUMBER 1 Attached to Guarantee No. MO- 154994 Issued by Re: Nvholm /Anderson Attn: Inland Pacific Engineering Co. TRANSAMERICA TITLE INSURANCE COMPANY a corporation, herein called the Company, The Company hereby assures the Assured that, subsequent to the date of the Guarantee issued under the above number, no matters are shown by the public records which would affect the assurances in said Guarantee other than the following: 1. Omit Paragraph No. 6 from our original Plat Certificate. The total liability of the Company under said Guarantee and under this Indorsement thereto shall not exceed, in the aggregate, the amount stated in said Guarantee. This Indorsement is made a part of said Guarantee and is subject to the exclusions from coverage, the limits of liability and the other provisions of the Conditions and Stipulations therein, except as modified by the provisions hereof. Dated: January 30, 1991 at 8:00 a.m. dmn TRANSAMERIC• TITLE INSU ANCE COM NY By Michael J. O'H Title Officer Prepared For: BILL SMITH c/o WRS & ASSOCIATES P.O. BOX 14804 SPOKANE, WA 99212 TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 Certificate for Filing Proposed: EVERGREEN POINT SIXTH ADDITION PLAT CERTIFICATE Effective Date: January 22, 1991 at 8:00 a.m. 0 ` • Order No.: MO-154994 Charge: Tax: Total: $125.00 9.88 $134.88 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: Portions of Tracts 210, 211, 224 and 225 of VERA, as per plat thereof recorded in Volume "0" of Plats, page 30, described as follows: BEGINNING at the Southeast corner of Evergreen Point Third Addition, per final plat thereof recorded in Volume 19 of Plats, page 3;- thence along the Easterly and Northerly boundary of said Addition the following four (4) courses: 1.) N. 00 °43'00" E. a distance of 271.59 feet; 2.) N. 89 °17'00" W. a distance of 50.00 feet; 3.) N. 00 °43'00" E. a distance of 175.00 feet; 4.) N. 89 °17'00" W. a distance of 85.00 feet to the Northwest corner of Lot 2, Block 12 of said Addition, being a point on the Easterly boundary of Evergreen Point Fifth Addition, per final plat thereof recorded in Volume 19 of Plats, page 57; thence along the Easterly and Northerly boundaries of said Addition the following three (3) courses: 1.) N. 00 °43'00" E. a distance of 189.81 feet; 2.) N. 10 °31'43" W. a distance of 75.35 feet; 3.) N. 89 °03'47" W. a distance of 94.31 feet to the Easterly line of the West 220 feet of said Tract 210 of VERA; thence N. 00 °43'00" East along said Easterly line a distance of 180.00 feet to the Southerly margin of Twenty - fourth Avenue, as it now exists 60 feet in width; thence South 89 °03'47" East along said Southerly margin a distance of 431.99 feet to the Northwest corner of The Summit At Evergreen Point, per final plat thereof recorded in Volume 19 of Plats, page 22; thence along the (continued) BILL SMITH c/o WRS & ASSOCIATES P.O. BOX 14804 SPOKANE, WA 99212 TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 Prepared For: Order No.: MO- 154994 Effective Date: January 22, 1991 at 8:00 a.m. Certificate for Filing Proposed: EVERGREEN POINT SIXTH ADDITION PLAT CERTIFICATE Charge: Tax: Total: $125.00 9.88 5134.88 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: Portions of Tracts 210, 211, 224 and 225 of VERA, as per firrrl plat thereof, •- . recorded in Volume "0" of Plats, page 30, described as follows: BEGINNING at the Southeast corner of Evergreen Point Third Addition, per final plat thereof recorded in Volume 19 of Plats, page 3; thence along the Easterly and Northerly boundary of said Addition the following four (4) courses: 1.) N. 00 °43'00" E. a distance of 271.59 feet; 2.) N. 89 °17'00" W. a distance of 50.00 feet; 3.) N. 00 °43'00" E. a distance of 175.00 feet; 4.) N. 89 °17'00" W. a distance of 85.00 feet to the Northwest corner of Lot 2, Block 12 of said Addition, being a point on the Easterly boundary of Evergreen Point Fifth Addition, per final plat thereof recorded in Volume 19 of Plats, page 57; thence along the Easterly and Northerly boundaries of said Addition the following three (3) courses: 1.) N. 00 °43'00" E. .a distance of 189.81 feet; 2.) N. 10 °31'43" W. a distance of 75.35 fe 3.) N. 89 °03'47" W. a distance of 94.31 feet to the Easterly line of the West 220 feet of said Tract 210 of VERA; thence N. 00 °43'00" East along said Easterly line a distance of 180.00 feet to the Southerly margin of Twenty - fourth Avenue, as it now exists 60 feet in width; thence South 89 °03'47" East along said Southerly margin a distance of 431.99 feet to the Northwest corner of The Summit At Evergreen Point, per final plat thereof recorded in Volume 19 of Plats, page 22; thence along the (continued) VESTED IN: Westerly and Southerly boundaries of said plat the following two (2) courses: 1.) S. 00 °43'28" W. a distance of 435.00 feet; 2.) S. 89 °03'47" E. a distance of 130.00 feet; thence South 00 °43'28" West a distance of 160.91 feet; thence South 19 °19'16" East a distance of 275.08 feet; thence South 68 °18'43" West a distance of 102.40 feet; thence South 00 °43'00" West a distance of 39.68 feet; thence South 89 °51'40" West a distance of 317.54 feet to the Easterly boundary of Evergreen Point First Addition, per final plat thereof recorded in Volume 18 o£'Plats, page 75; thence North 00 °43'00" East along said Easterly boundary a distance of 49.28 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. EXCEPTIONS: 1. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: (continued) Order No.: MO- 154994 Page No.: 2 Vera Electric Water Company, 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. 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: 4. 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. 45263.0103 45263.0204 45263.0502 45263.0832 1990 $891.92 1990 $2,777.87 1990 $1,581.73 1990 $355.59 (continued) Order No.: MO- 154994 Page No.: 3 The Washington Water Power Company, a corporation Installing, maintaining repairing and removing a gas distribution pipe line and appurtenances, together with right to inspect said lien and to remove brush and trees that may interfere with the same Tracts 224 and 225 October 17, 1960 December 7, 1960 750882B The Washington Water Power Company, a corporation Installing, maintaining repairing and removing a gas distribution pipe line and appurtenances, together with right to inspect said lien and to remove brush and trees that may interfere with the same Tracts 210 and 211 February 16, 1990 April 9, 1990 9004090021 Year Amount Billed Amount Paid Principal Balance $891.92 $2,777.87 $1,581.73 $355.59 $0.00 $0.00 $0.00 $0.00 5. 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) dmn Tax Account No. Year Amount Billed 45263.0103 45263.0204 45263.0502 45263.0832 1991 Not available. 1991 Not available. 1991 Not available. 1991 Not available. 6. Right, title and interest of William D. Long and Coila M. Long and Michael H. Clancy and Donna M. Clancy, disclosed by Spokane County Tax Rolls. TRANSAMERICA TITLE INSURANCE COMPANY By Michael J. 0 For Service on (509) 922 -2222 Order No.: MO- 154994 Page No.: 4 e, Title Officer is order call: • • .° 1-frE.1 $ C04. e 1-6 / . Lc' 15 ...111121J, 240 gi/tk 1 et / F; 11 / /r/ 0 (2 ) tit/cr ec P I Air rh / tirilt-1 .2 LIG) /7 j P efr"P /yeti - 2:5.1/ 2/ :1/ r (-- A //// L Akb I A r F F /V ,- 4 1-6 / 22 c" 33 fl 4/6 2 1 IF; kr 4,/ /,/r co orb 3 . , 11 i_ / /11 AT" Fo /Air /V a For:7;4 4-7v /4/ r /e.;eLkix It n/ 2 2 jpj 5"As a ' k E- 2 / 35) 2 FROM ANGL DIST NOR EAST TO P1469F Plat Boundary 2/18/91 AUTO INVERSE * * * ** START 1000.00000 1000.00000 1 1 INV N 0 43 00.0 E 320.8700 1320.84490 1004.01340 2 2 INV N 89 17 00.0 W 50.0000 1321.47029 954.01731 3 3 INV N 0 43 00.0 E 175.0000 1496.45660 956.20619 4 4 INV N 89 17 00.0 W 85.0000 1497.51977 871.21284 5 5 INV N 0 43 00.0 E 189.8100 1687.31492 873.58695 6 6 INV N 10 31 43.0 W 75.3500 1761.39631 859.81851 7 7 INV N 89 03 47.0 W 94.3100 1762.93848 765.52112 8 8 INV N 0 43 00.0 E 180.0000 1942.92439 767.77254 9 9 INV S 89 03 47.0 E 431.9900 1935.86048 1199.70478 10 10 INV S 0 43 28.0 W 435.0000 1500.89525 1194.20481 11 11 INV S 89 03 47.0 E 130.0000 1498.76948 1324.18743 12 12 INV S 0 43 28.0 W 160.9100 1337.87235 1322.15295 13 13 INV S 19 19 16.0 E 275.0800 1078.28510 1413.16650 14 14 INV S 68 18 43.0 W 102.4000 1040.44287 1318.01543 15 15 INV S 0 43 00.0 W 39.6800 1000.76597 1317.51912 16 16 INV S 89 51 40.0 W 317.5400 999.99623 999.98006 17 LAT & DEP 0.00377 0.01994 17 HCLOSE N 79 18 01.6 E 0.0203 1000.00000 1000.00000 1 PREC = 1 TO 150903 Area = 343804.30 sq ft 7.89266 ac FROM P1469F Street Centerline 2/18/91 AUTO INVERSE * * * ** START 18 INV 19 INV 20 21 22 23 24 23 �.J INV INV INV INV INV INV ANGL N 89 17 00.0 W N 89 17 00.0 W N 0 43 00.0 E S 89 03 47.0 E S 0 43 28.0 W N 88 33 32.0 W S 88 33 32.0 E S 0 43 28.0 W LAT & DEP - 0.00256 - 0.00075 HCLOSE S 16 13 27.6 W 0.0027 1343.80529 1167.22335 PREC = 1 TO 1054911 Area = 403541.03 sq ft 9.26403 ac RADIAL N 89 16 32.0 W DELTA 26 05 07.0 LT RADIUS 410.0000 TAN 94.9774 L -ARC 186.6623 RADIAL S 64 38 21.0 W RP 25 CHORD S 12 19 05.5 E TAN @PT S 25 21 39.0 E 27 TRRV N 64 38 21.0 E DIST NOR'' EAST TO 1343.80529 1167.22335 212.9100 1346.46834 954.33001 434.0000 1351.89675 520.36396 625.0000 1976.84786 528.18137 647.0000 1966.26809 1175.09487 319.9500 1646.34367 1171.04955 137.9600 1649.81329 1033.13318 137.9600 1646.34367 1171.04955 302.5600 1343.80785 1167.22410 185. 0544 7.5000 1338.62397 1163.01379 1166.22617 18 19 20 21 22 24 23 25 18 1577.19133 26 1206.70372 27 1213.48094 28 FROM ANG<_`:`. DIST NORT" EAST TO P1469F Block 17 Sideline 2/18/91 AUTO INVERSE * * * ** START 1496.45660 956.20619 4 4 INV N 89 17 00.0 W 85.0000 1497.51977 871.21284 5 5 INV N 0 43 00.0 E 189.8100 1687.31492 873.58695 6 6 INV N 10 31 43.0 W 75.3500 1761.39631 859.81851 7 7 INV N 89 03 47.0 W 94.3100 1762.93848 765.52112 8 8 INV N 0 43 00.0 E 180.0000 1942.92439 767.77254 9 9 INV S 89 03 47.0 E 352.1100 1937.16668 1119.83546 29 RADIAL N 0 56 13.0 E DELTA 89 47 14.0 RT RADIUS 30.0000 TAN 29.8888 L -ARC 47.0125 RADIAL S 89 16 33.0 E RP 1907.17069 1119.34490 30 29 CHORD S 44 10 10.0 E 42.3476 1906.79153 1149.34250 31 TAN @PT S 0 43 27.0 W 31 INV S 0 43 28.0 W 214.5800 1692.22868 1146.62944 32 RADIAL S 89 16 32.0 E DELTA 90 43 00.0 RT RADIUS 20.0000 TAN 20.2517 L -ARC 31.6661 RADIAL 8 1 26 28.0 W RP 1692.48155 1126.63104 33 32 CHORD S 46 04 58.0 W 28.4606 1672.48788 1126.12805 34 TAN @PT N 88 33 32.0 W 34 INV N 88 33 32.0 W 38.7800 1673.46317 1087.36031 35 RADIAL 8 1 26 28.0 W DELTA 49 59 41.0 RT RADIUS 20.0000 TAN ' 9.3250 L -ARC 17.4515 RADIAL S 51 26 09.0 W RP 1693.45685 1087.86330 36 35 CHORD N 63 33 41.5 W 16.9031 1680.98903 1072.22509 37 TAN @PT N 38 33 51.0 W RADIAL N 51 26 09.0 E DELTA 279 59 24.0 LT RADIUS 50.0000 TAN 41.9624 L -ARC 244.3374 RADIAL S 48 33 15.0 E RP 1649.81950 1033.12957 38 37 CHORD S 1 26 27.0 W 64.2854 1616.72391 1070.60866 39 TAN@PT N 41 26 45.0 E RADIAL N 48 33 15.0 W DELTA 49 59 41.0 RT RADIUS 20.0000 TAN 9.3250 L -ARC 17.4515 RADIAL N 1 26 26.0 E RP 1603.48568 1085.60030 40 39 CHORD N 66 26 35.5 E 16.9031 1623.47936 1086.10309 41 TAN@PT S 88 33 34.0 E 41 INV S 88 33 32.0 E 39.9000 1622.47589 1125.99047 42 RADIAL N 1 26 28.0 E DELTA 89 17 00.0 RT RADIUS 20.0000 TAN 19.7514 L -ARC 31.1658 RADIAL S 89 - 16 32:0 E RP 1602.48222 1125.48748 43 42 CHORD S 43 55 02.0 E 28.1068 1602.22935 1145.48588 44 TAN @PT S 0 43 28.0 W 44 INV S 0 43 28.0 W 213.1300 1389.11639 1142.79115 45 RADIAL S 89 16 32.0 E DELTA 89 59 32.0 RT RADIUS 20.0000 TAN 19.9973 L -ARC 31.4132 RADIAL 8 0 43 00.0 W RP 1389.36926 1122.79275 46 45 CHORD S 45 43 14.0 W 28.2824 1369.37082 1122.54259 47 TAN @PT N 89 17 00.0 W 47 INV N 89 17 00.0 W 167.9200 1371.47114 954.63573 48 48 INV N 0 43 00.0 E 125.0000 1496.46136 956.19921 49 LAT & DEP - 0.00476 0.00698 49 HCLOSE S 55 41 03.2 E 0.0084 1496.45660 956.20619 4 PREC = 1 TO 260068 Area = 153022.39 sq ft 3.51291 ac Workfile: P1469F.L3D close- Workfile: P1469F.L3D ready .or use. Room for 64 points. Current Directory: C: \LLC060 \WORK 4331520 Bytes free space available (108288 Points). Mon Feb 18 10:27:22 1991 Points 50 to 64 deleted. 64 points in workfile. FROM ANGLE DIST NORTH EAST TO P1469F Block 18 Sideline 2/18/91 * * * ** START 1500.89525 1194.20481 11 11 INV S 89 03 47.0 E 130.0000 1498.76948 1324.18743 12 12 INV S 0 43 28.0 W 160.9100 1337.87235 1322.15295 13 13 INV S 19 19 16.0 E 275.0800 1078.28510 1413.16650 14 14 INV S 68 18 43.0 W 102.4000 1040.44287 1318.01543 15 15 INV S 0 43 00.0 W 39.6800 1000.76597 1317.51912 16 16 INV S 89 51 40.0 W 317.5400 999.99623 999.98006 17 17 TRRV N 0 43 00.0 E 320.8700 1320.84113 1003.99345 50 50 TRRV S 89 17 00.0 E 120.1400 1319.33844 1124.12406 51 RADIAL N 0 43 00.0 E - DELTA 84 19 52.0 RT RADIUS 20.0000 TAN 18.1130 L -ARC 29.4371 RADIAL N 85 02 52.0 E RP 1299.34000 1123.87390 52 51 CHORD S 47 07 04.0 E 26.8510 1301.06650 1143.79924 53 TAN @PT S 4 57 08.0 E RADIAL S 85 02 52.0 W DELTA 14 12 24.0 LT RADIUS 435.0000 TAN 54.2078 L -ARC 107.8596 RADIAL S 70 50 28.0 W RP 1338.61788 1577.17540 54 53 CHORD S 12 03 20.0 E 107.5835 1195.85569 1166.26914 55 TAN@PT S 19 09 32.0 E RADIAL N 70 50 28.0 E DELTA 38 24 13.0 RT RADIUS 20.0000 TAN 6.9654 L -ARC ' 13.4054 RADIAL S 70 45 19.0 E RP 1189.29191 1147.37689 56 55 CHORD S 0 02 34.5 W 13.1559 1182.69983 1166.25928 57' TRN @PT S 19 14 41.0 W RADIAL N 70 45 19.0 W DELTA 277 53 57.0 LT RADIUS 50.0000 TRN 43.5416 L -ARC 242.5128 RADIAL N 11 20 44.0 E RP 1166.21965 1213.46525 58 57 CHORD N 60 17 42.5 E 65.6723 1215.24258 1223.30154 59 TAN @PT N 78 39 16.0 W RADIAL- S 11 20 44.0 W DELTA 62 08 17.0 RT RADIUS 20.0000 TAN 12.0500 L -ARC 21.6903 RADIAL S 73 29 01.0 W RP 1234.85175 1227.23605 60 59 CHORD N 47 35 07.5 W 20.6428 1229.16596 1208.06128 61 TAN @PT N 16 30 59.0 W RADIAL S 73 29 01.0 W DELTA - `17 14 27.0 RADIUS 385.0000 TAN 58.3661 L -ARC 115.8501 RADIAL N 89 16 32.0 W RP 1338.61745 1577.17559 62 61 CHORD N 7 53 45.5 W 115.4135 1343.48524 1192.20636 63 TAN @PT N 0 43 28.0 E 63 TRRV N 0 43 28.0 E 157.4200 1500.89265 1194.19672 64 LRT & DEP 0.00260 0.00809 64 HCLOSE N 72 12 50.2 E 0.0085 1500.89525 1194.20481 11 PREC = 1 TO 253572 Area = 125265.05 sq ft 2.87569 ac FASYDISP V1.01 - ROAD SEGMENT INFORMATION Road Number: 5951 - 24TH AV Start MP: 00.50 Function Class: Collector Ending MP: 00.65 Rural /Urban: Urban Federal Route #: 4024 Pavement Shoulders Type: Asphalt Type: Surfaced Width (Feet): 32 Left (Feet): 00 # of Lanes: 02 Right (Feet): 08 Medians General Information Type: None Curbs: None Width (Feet): Sidewalks: None PF5 to List Road Intersections. PF15 to Enter new Segment. PF16 To Enter new Road. EASYDISP V1.01 - ROAD SEGMENT INFORMATION Road Number: 5951 -. 24TH AV Start MP: 00.65 Function Class: Collector Ending MP: 00.89 Rural /Urban: Urban Federal Route #: 4024 Pavement Shoulders Type: Asphalt Type: None Width (Feet): 20 Left (Feet): 00 # of Lanes: 02 Right (Feet): 00 Medians General Information Type: None Curbs: None Width (Feet): Sidewalks: None PF5 to List Road Intersections. PF15 to Enter new Segment. PF16 To Enter new Road. EASYDISP V1.01 - ROAD SEGMENT INFORMATION Road Number: 1170 - EVERGREEN RD Start MP: 00.00 Function Class: Principal Arterial Ending MP: 00.50 Rural /Urban: Urban Federal Route #: 4093 Pavement Shoulders Type: Asphalt Type: None Width (Feet): 22 Lett (Feet): 00 # of Lanes: 02 Right (Feet): 00 Medians General Information Type: None Curbs: None Widt ;h (Feet): Sidewalks: None PFS to List Road Intersections. PF15 to Enter new Segment. PF16 To Enter new Read. EVERGREEN RD RD # 1170 *** NORTH *** 013/20/86 - 1,258 CURRENT - 1,499 + 5 YRS - 1,824 + 15 YRS - 2,700 + 20 YRS - 3,285 24TH AVE RD # 5951 *** EAST *** 08/20/86 - 1,850 CURRENT - 2,205 + 5 YRS - 2,583 + 15 YRS - 3,971 + 2() YRS - 4,831 These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year. Press <Return> to continue. SULLIVAN RD RD # 4597 *** NORTH *** 07/05/84 - 3,541 CURRENT - 4,588 + 5 YRS - 5,582 + 15 YRS - 8,263 + 20 YRS - 10'054 24TH AVE RD # 5951 *** EAST *** 07/05/84 - 992 CURRENT - 1,285 + 5 YRS - 1,563 + 15 YRS - 2,314 + 20 YRS - 2,816 CURRENT & PROJECTED TRAFFIC COUNTS Station # 4172 CURRENT & PROJECTED TRAFFIC COUNTS Station # 4170 These counts are seasonally adjusted by group mean factors" Projected counts are calculated at 4% per year. Press <Return> to continue" EVERGREEN RD RD # 1170 *** SOUTH *** 08/20/86 - 1,351 CURRENT'- 1,622 + 5 YRS - 1,973 + 15 YRS - 2,921 + 20 YRS - 3,553 24TH AVE RD # 5951 *** WEST *** 08/20/86 - 1,877 CURRENT - 2,238 + 5 YRS - 2,723 + 15 YRS - 4,031 + 20 YRS - 4,904 PF16 to Exit. SULLIVAN RD RD # 4597 *** SOUTH *** 07/05/84 - 2,829 CURRENT - 3,565 + 5 YRS - 4,450 . + 15 YRS - 6,601 + 20 YRS - 8,032 24TH AVE RD # 5951 *** WEST *** 09/12/80 - 1,056 CURRENT - 1,589 + 5 YRS - 1,933 + 15 YRS - 2,851 + 20 YRS - 3,481 PF16 to Exit" EVERGREEN RD RD # 1170 *** NORTH *** 08/18/86 - 764 CURRENT - 911 + 5 YRS - 1,108 + 15 YRS - 1,641 + 20 YRS - 1,995 32ND AVE RD # 5971 *** EAST *** 08/18/86 - 2,993 CURRENT - 3,568 + 5 YRS - 4,341 + 15 YRS - 6,425 + 20 YRS - 7,817 These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year. Press <Return> to continue" EVERGREEN RD RD # 1170 *** NORTH *** 07/30/85 - 1,447 CURRENT - 1,729 .+ 5 YRS - 2/104 + 15 YRS - 3,114 + 20 YRS - 3,788 16TH AVE RD # 6123 *** EAST *** 07/30/86 - 2,559 CURRENT - 3,058 + 5 YRS - 3,720 + 15 YRS - 5,505 + 20 YRS - 6,699 CURRENT & PROJECTED TRAFFIC COUNTS Station # 4018 PF16 to Exit. CURRENT & PROJECTED TRAFFIC COUNTS Station # 4033 Press <Return> to continue. EVERGREEN RD RD # 1170 *** SOUTH *** 32ND AVE RD # 5971 *** WEST *** 08/18/86 - 3,386 CURRENT - 4,037 + 5 YRS - 4,911 + 15 YRS - 7,269 + 20 YRS - 8,844 EVERGREEN RD RD # 1170 *** SOUTH *** 07/30/86 - 1,606 CURRENT - 1,919 + 5 YRS - 2,335 + 15 YRS - 3,456 + 20 YRS - 4,205 16TH AVE PD # 5123 *** WEST *** 07/30/85 - 2,310 CURRENT - 2,760 + 5 YRS - 3,358 + 15 YRS. - 4,970 + 20 YRS - 6,049 These counts are seasonally adjusted by group mean factors" Projected counts are calculated at 4% per year. PF16 to Exit. INLAND PACIFIC ENGINEERING CO., INC. South 25 Altamont Street February 7, 1991 Mr. Jerry Sims Spokane County Engineer's Office North 811 Jefferson Spokane, Washington 99260 RE: EVERGREEN POINT SIXTH ADDITION PE - 1469 -84 Dear Jerry: Spokane, Washington 99202 (509) 535 -1410 Enclosed please find two copies of the draft final plat referenced above. Please review for final approval. The enclosed check for $100 is the plat check fee. Enclosed also is a copy of the plat certificate, a supplemental, and a signed Priority Fee Agreement. Please call if you have any questions. Thank you. Sincerely, INLAND PACIFIC ENGINEERING CO. AAA) V V Eric W. Calkins EWC /lld Enc. Engineering • Planning • Surveying • Environmental Analysis Prepared For: BILL SMITH c/o WRS & ASSOCIATES P.O. BOX 14804 SPOKANE, WA 99212 TRANSAMERICA TITLE INSURANCE COMPANY Rt a. eiif N North 720 Argonne Fg Spokane, Washington 99212 7799 Order No.: MO- 154994 PLAT CERTIFICATE Effective Date: January 22, 1991 at 8:00 a.m. Certificate for Filing Proposed: EVERGREEN POINT SIXTH ADDITION Charge: Tax: Total: 5125.00 9.88 8134.88 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: Portions of Tracts 210, 211, 224 and 225 of VERA, as per plat thereof recorded in Volume "0" of Plats, page 30, described as follows: BEGINNING at the Southeast corner of Evergreen Point Third Addition, per final plat thereof recorded in Volume 19 of Plats, page 3; thence along the 'Easterly and Northerly boundary of said Addition the following four (4) courses: 1.) N. 00 °43'00" E. a distance of 271.59 feet; 2.) N. 89 °17'00" W. a distance of 50.00 feet; 3.) N. 00 °43'00" E. a distance of 175.00 feet; 4.) N. 89 °17'00" W. a distance of 85.00 feet to the Northwest corner of Lot 2, Block 12 of said Addition, being a point on the Easterly boundary of Evergreen Point Fifth Addition, ner final plat thereof recorded in Volume 19 of Plats, page 57; thence along the Easterly and Northerly boundaries of said Addition the following three (3) courses: 1.) N. 00 °43'00" E. a distance of 189.81 feet; 2.) N. 10 °31'43" W. a distance of 75.35 feet; 3.) N. 89 °03'47" W. a distance of 94.31 feet to the Easterly line of the West 220 feet of said Tract 210 of VERA; thence N. 00 °43'00" East along said Easterly line a distance of 180.00 feet to the Southerly margin of Twenty- fourth Avenue, as it now exists 60 feet in width; thence South 89 °03'47" East along said Southerly margin a distance of 431.99 feet to the Northwest corner of The Summit At Evergreen Point, per final plat thereof recorded in Volume 19 of Plats, page 22; thence along the (continued) VESTED IN: Westerly and Southerly boundaries of said plat the following two (2) courses: 1.) S. 00 °43'28" W. a distance of 435.00 feet; 2.) S. 89 °03'47" E. a distance of 130.00 feet; thence South 00 °43'28" West a distance of 160.91 feet; thence South 19 °19'16" East a distance of 275.08 feet; thence South 68 °18'43" West a distance of 102.40 feet; thence South 00 °43'00" West a distance of 39.68 feet; thence South 89 °51'40" West a distance of 317.54 feet to the Easterly boundary of Evergreen Point First Addition, per final plat thereof recorded in Volume 18 of Plats, page 75; thence North 00 °43'00" East along said Easterly boundary a distance of 49.28 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. EXCEPTIONS: 1. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: (continued) Order No.: Page No.: MO- 154994 Vera Electric Water Company, a corporation D.K. McDonald, A.C. Jamison, Andrew Good and Vera Land 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. Order No.: MO- 154994 Page No.: 4 5. 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) dmn Tax Account No. Year Amount Billed 45263.0103 45263.0204 45263.0502 45263.0832 1991 Not available. 1991 Not available. 1991 Not available. 1991 Not available. 6. Right, title and interest of William D. Long and Coila M. Long and Michael H. Clancy and Donna M. Clancy, disclosed by Spokane County Tax Rolls. TRANSAMERICA TITLE INSURANCE COMPANY By Michael J. O' -For Service on (509) 922 -2222 e, Title Officer is order call: rE J P' -' Cc", • �frb / ▪ �r fE Rrh / \1) ;,,•h l A k 12 I % (2 • 21 0 P 01 Air /. /rt rlrir 22 r / 9/ P 'Ek -pr / ° /N/ u 33 • 4/6 2 EA- F,/^ 4/ 41-4 3.. Af rb /0 S� r Ar 7 A-7 EvF .s 1 /NT r 2// P7.1 22cy Yc e• ./4./ I � - / L — ? f�o!o'r -fit i Y .S Ir 2.; -er 6 i • 1 /.• dmn INDORSEMENT NUMBER 1 Attached to Guarantee No. MO- 154994 Issued by Re: Nvholm /Anderson Attn: Inland Pacific Engineering Co. TRANSAMERICA TITLE INSURANCE COMPANY a corporation, herein called the Company, The Company hereby assures the Assured that, subsequent to the date of the Guarantee issued under the above number, no natters are shown by the public records which would affect the assurances in said Guarantee other than the following: 1. Omit Paragraph No. 6 from our original Plat Certificate. The total liability of the Company under said Guarantee and under this Indorsement. thereto shall not exceed, in the aggregate, the amount stated in said Guarantee. This Indorsement is made a part of said Guarantee and is subject to the exclusions from coverage the limits of liability and the other provisions of the Conditions and Stipulations therein, except as modified by the provisions hereof. Dated: January 30, 1991 at 8:00 a.m. TRANSAMERIC• TITLE INSU LANCE COM''. NY / By Michael J. O'Ha�, Title Officer 5✓O..AnC COUNTY couaT HOUSE WK'S 1 A-.5Soem c P o. gesx /yogi/ 5OoKAA/E PUBLIC WORKS DEPARTMENT OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 PRIO FEE AGREEMEN Agreement Number /" / / f e / This agreement between Spokane Cownty and � / whose interest in the project is atvelof 7.- spo se v- , is entered into this day of , 19 This agreement is applicable to the project known as • Eve ,ege P O /NT set ,4fl /r ail/ PE 4 9— t i By That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. They request 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: I understand that failure to pay these fees may result in . delay in completion or approval of the project or other possible • sanctions. ors Building / North 811 Jefferson Street / Spokane. '.`. :. 250 -0170 .09' _Smith' . '.!A Trudemark�of Quality .A DIVISION OF W: R.5: &ASSOC ,'•INC. .P.O.BOX•14084:;•:SROKANE; WA 99214 PAY 19.10/1250. i 16 , S °keno WA 99206 08-21 • • 3 3 0 MADE IN U.S A. n O ;V en ir e R BY AMOU T o. T. OTHER GROSS AMT. P.l.c.A. ARNINGS SMITH HOMES A DIVISION OF W.R.S. &ASSOC., INC. SPOKANE, WA 99214 DATE qt RECEIPT " 7 98443 RECEIVED FROM 4 'V AQ V1 T\ �( F 19-o yL� Address ,' e» ( DOLLARS `d -ou BEGINNING BALANCE AMOUNT PAID BALANCE DUE ACCOUNT HOW PAID CASH CHECK 0 MONEY ORDER FOR p4.4 I ii L / ,f vi f �P FE``4G1 0? CHECK NO DATE E %PLANTATION In • DEDUCTIONS DR A PERIOD ENDING PLEASE DETACH THIS STUB BEFORE DEPOSITING THIS IS A STATEMENT OF PAYMENT AND OF EARNINGS AND DEDUCTIONS NET PAY RECEIVED iED FEB 1 3 1991 BEFORE SPOKANE COUNTY PLANNING DEPARTMENI1 SPOVAE COUNTY ENGIla IN THE MATTER OF AN EXTENSION ) OF TIME REQUEST FOR ) FINDINGS OF FACT PE- 1469 -84 EVERGREEN POINT ) CONCLUSIONS AND AN APPROVED PRELIMINARY PLAT ) DECISION THIS MATTER, a request for an extension of time from Bill Smith has been received and decided upon, pursuant to Spokane County Subdivision regulation (Chapter III, Section G) and RCW 58.17.140. FINDINGS OF FACT 1. The individual signing below has been properly delegated the responsibility for rendering this decision by the Spokane County Director of Planning. 2. The subject preliminary plat was approved by the Hearing Examiner Committee on July 19, 1984. 3. On January 1, 1991, the existing zoning was changed to Urban Residential -3.5 of the Zoning Code which may have different standards or uses than originally requested. 4. Spokane County has established specific criteria for considering the extension of time for the expiration of preliminary subdivisions, specifically for regular subdivisions. These criteria are found in Chapter III, Section G of the Spokane County Subdivision Ordinance and have been used as a basis for this decision. 5. The Comprehensive Plan designates this area of the preliminary plat as Urban, and the location is within the Priority Sewer Service Area. The Comprehensive Plan designation was Subruban at the time of the original preliminary plat approval. 6. No additional conditions have been recommended by the various reviewing agencies and departments, including the County Engineer's Office, County Health District, County Utilities and the Department of Building & Safety. 7. This is the second request for a time extension. The total life of the preliminary plat has been approximately 6.5 years. 8. The following facts are also relevant. a. The extension of time is only applicable to the portion of Evergreen Point known as Evergreen Point 6th Addition since all other portions of the preliminary plat have been final platted or have received approval of a revised preliminary plat. CONCLUSIONS BASED UPON A REVIEW of (a) the criteria for approving an extension of time of the expiration date for a preliminary plat and (b) the above Findings of Fact, the following conclusions are made. 1. That a three year time extension be granted until March 1, 1994 to provide time to finalize the plat. 2. The applicant/owner should show compliance with Chapter III, Section G, of the Subdivision Ordinance before requesting an additional extension of time. DECISION BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for application PE- 1469 -84 Evergreen Point is hereby APPROVED until March 1, 1994. • i t Extension of Time Findings A consolidated set of updated conditions of approval follows. Subsequent extension of time will only be considered upon a finding of substantial compliance with Chapter III, Section G, of the Subdivision Ordinance; otherwise the preliminary subdivision approval will become null and void. DATED THIS DAY OF FEBRUARY, 1991. Tim Lawhead Planner II enclosure PE- 1469 -84 Page 2 CONDITIONS OF APPROVAL Under state law and county ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner Committee. Upon receipt of an appeal, a public hearing will be scheduled. To file such an appeal, you must submit a letter along with $100 processing fee,to the Spokane County Planning Department, within ten (10) calendar days from the date this decision is signed. If you have any questions, please call the Planning Department at 456 -2205. sam c: County Engineer County Utilities County Health District County Building & Safety Bill Smith, 2701 South Boliver Road, Spokane, WA 99223 Inland Pacific Engineering, 25 South Altamont, Spokane, WA 99202 REV 1,90 Conditions Of Approval PE- 1469 -84 Page 3 CONDITIONS OF APPROVAL COUNTY PLANNING DEPARTMENT CONDITIONS (UPDATED) That the extension of time is for the preliminary plat property known as the Evergreen Point 6th Addition and being a replat of portions of Tracts 210, 211, 224 and 225 of Vera per final plat thereof recorded in Volume "O" of Plats, Page 30, described as follows: Beginning at the southeast comer of Evergreen Point 3rd Addition, per final plat thereof recorded in Volume 19 of Plats, page 3; thence along the easterly and northerly boundary of said addition the following four (4) courses: (1) North 00 °43'00" East a distance of 271.59 feet; (2) North 89 °17'00" West a distance of 50.00 feet; (3) North 00 °43'00" East a distance of 175.00 feet; (4) North 89 °17'00" West a distance of 85.00 feet to the northwest corner of Lot 2, Block 12 of said addition, being a point on the easterly boundary of Evergreen Point 5th Addition, per final plat thereof recorded in Volume 19 of Plats, page 57; thence along the easterly and northerly boundaries of said addition the following three (3) courses: (1) North 00 °43'00" East a distance of 189.81 feet; (2) North 10 °31'43" West a distance of 75.35 feet; (3) North 89 °03'47" West a distance of 94.31 feet to the easterly line of the west 220 feet of said Tract 210 of Vera; thence north 00 °43'00" east along said easterly line a, distance of 180.00 feet to the southerly margin of 24th Avenue, as it now exists 60 feet in width; thence south 89 °03'47" east along said southerly margin a distance of 431.99 feet to the northwest corner of The Summit at Evergreen Point, per final plat thereof recorded in Volume 19 of Plats, page 22; thence along the westerly and southerly boundaries of said . plat the following two (2) courses: (1) South 00 °43'28" west a distance of 435.00 feet; (2) South 89 °03'47" east a distance of 130.00 feet; thence south 00 °43'28" west a distance of 160.91 feet; thence south 19 °19'16" east a distance of 275.08 feet; thence south 68 °18'43" west a distance of 102.40 feet; thence south 00 °43'00" west a distance of 39.68 feet; thence south 89 °51'40" west a distance of 317.54 feet to the easterly boundary of Evergreen Point First Addition, per final plat thereof recorded in Volume 18 of Plats, page 75; thence north 00 °43'00" east along said easterly boundary a distance of 49.28 feet to the point of beginning, situate in County of Spokane, State of Washington. 2. Appropriate road name(s) shall be indicated. 3. Appropriate utility easements shall be indicated on copies of the proposed final plat. Written approval of utility easements by appropriate utility companies shall be received with the submittal of the final plat. 4. Three (3) current certificates of title shall be furnished to the Planning Department prior to filing the final plat. 5. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all private, "Tract X" or public roads. The dedication shall contain the following statement: "Side yard and rear yard setbacks shall be determined at the time building permits are requested unless these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be varied from if proper zoning approvals are obtained." 6. A plan for water facilities adequate for domestic service and fire protection shall be approved by the water purveyor, appropriate fire protection district, County Building & Safety Department and County Health District. The agencies will certify on the Water Plan, prior to the filing of a final 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. 7 The water purveyor shall 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. • i1 Conditions Of Approval PE- 1469 -84 Page 4 8. The final plat dedication shall contain the following statement: "The public water system, pursuant to 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 or binding site plan, and the applicant 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." 9. No building permit will be issued for any lot within the final plat until certified by a Washington state - licensed engineer that "the water system has been installed pursuant to the approved Water Plan for the final plat," including a signed license stamp. The certification may be in the form of a letter, but is preferred to be certified on a copy of the Water Plan as a schematic map showing the "as- built" water system. 10. The Water Plan and the above four (4) conditions of approval regarding the Water Plan may be waived by the Planning Director /designee upon receipt of letters from the appropriate water purveyor and fire protection district stating that simple connections to an existing, approved water system will provide adequate domestic and fire protection water to ensure the public health, safety and general welfare. 11. A survey is required prior to the filing of a final plat. 12. That the final plat dedication shall include: "Warning, that until the property to the south and east is subdivided, agricultural pursuits exist and may cause odors, dusts, sprays and noise. 13. That prior to filing a final plat with existing structures, all buildings shall be removed or relocated to meet appropriate building setback requirements in the Urban Residential -3.5 (UR -3.5) zone. COUNTY ENGINEER'S DEPARTMENT CONDITIONS (UPDATED) 1. The conditional approval of the plat is given by the County Engineer subject to dedication of right -of -way and approval of the road system as indicated in the preliminary plat of record. 2. 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. 3. 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. 4. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall famish 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. 5 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. 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. Appropriate provision shall be made that the following - described property be held in trust until the continuation of the streets be dedicated or deeded: a one (1) -foot strip at the ends or edges of all streets that terminate or border the subdivision boundary. (Temporary cul- de- sacs are required when streets terminate at the subdivision boundaries.) Conditions Of Approval PE- 1469 -84 Page 5 8. A statement must appear in the dedicatory language of the final plat: "that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system." 9. All public roads within the plat shall be designed and constructed to Spokane County standards. 10. The proposed subdivision shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which resolution establishes regulations for roads, approaches, drainage and fees in new construction. 11. That no direct access from lots to Stub Road connections until such roads are constructed to County Standards and established as County Roads. 12. That road design, construction, and drainage control for 1/2 right of way and Stub Road connections are the responsibility of the developer /applicant. 13. That the County Engineer has examined this development proposal and has determined that the impacts of this proposal upon the existing County Road System warrants the roadway improvements herein specified. 14. Applicant shall dedicate 14 feet on 32nd Avenue for right -of -way. 15. Applicant shall dedicate 10 feet on Best Road for right -of -way. 16. Evergreen Road is a designated Major Arterial. Spokane County Road Standards require a total right of way width of 68 feet (34 feet to either side of the center line). Total right of way width in the Evergreen alignment varies 40 feet to 60 feet. Applicant shall dedicate right of way along Evergreen Road in an amount which will bring the total amount of road right of way east of the centerline up to 34 feet. 17. The County Engineer has designated Typical Roadway Section Number 2 Collector standard for the improvement of 24th Avenue. The construction of sidewalk is also required. 18. The County Engineer has designated Typical Roadway Section Number 2 Minor Arterial standard for the improvement of 32nd Avenue. The construction of sidewalk is also required. 19. The County Engineer has designated Typical Roadway Section Number 2 Major Arterial standard for the improvement of Evergreen Road. The construction of sidewalk is also required. 20. The County Engineer has designated Typical Roadway Section Number 2 Access standard for the improvement of Best Road. The construction of sidewalk is also required. 21. The County Engineer has designated Typical Roadway Section Number 2 Collector standard for the improvement of interior streets. 22. A statement shall be placed in the plat dedication that no direct access be allowed from lots to Evergreen Road. 23. Existing county roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. 24. The word "applicant" shall include the owner or owners of the property, his heirs, assigns and successors. COUNTY UTILITIES DEPARTMENT (UPDATED) 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. Conditions Of Approval PE- 1469 -84 Page 6 2. The dedication shall state: "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 ULID by petition method pursuant to RCW 36.94, which 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 objecting 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 water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 4. The dedication shall state: "Each new dwelling unit shall be double - plumbed for connection to future areawide collection systems." 5. A dry sewer connection to the future areawide sewerage system shall be constructed. Plans and specifications for the dry sewer connection shall be reviewed and approved by the Utilities Department. 6. (Amend to read): Within six months after the sewer interceptor is available as indicated in the CWMP within 3,200 feet of the edge of the preliminary plat of Day Break Estates, construction shall be commenced to connect Day Break Estates and subsequent phases to the general sewerage system: All costs related to such construction shall be borne by the developer and a bond to insure such construction shall be provided at the time of final plat approval; provided two- thirds of the 174 lots (116) lots have been filed as a final plat and subject to the County Utility Department developing a reimbursement program/agreement for this preliminary plat. COUNTY HEALTH DISTRICT CONDITIONS (UPDATED) 1. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social and Health Services. 2. 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. 3. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 4. The dedicatory language of the plat will state: "Subject to specific application approval and issuance of permits by the Health Officer, the use of an individual on -site sewage system may be authorized." 5. A combined surface water and sewage disposal detailed plan shall be approved by the County Engineer and the Spokane County Health District prior to the issuance of any building permit for this project. 6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that a suitable site for on -site sewage disposal systems are available on all lots. (Amend to read). Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that the existing on -site sewage disposal systems serving the residences located at South 2409 Evergreen Road, South 2615 Evergreen Road, South 2720 Best Road, and South 2724 Best Road are wholly located outside the boundaries of the plat, as applicable per each phase. BUILDING AND SAFETY DEPARTMENT CONDITIONS (UPDATED) 1. That the water plan shall show the location of each fire hydrant or fire prevention facility and must comply with Chapter 10.04 of the Spokane County Uniform Fire Code Ordinance, as amended. Conditions Of Approval PE- 1469 -84 Page 7 2. That the water plan shall specify the gallons per minute for each fire hydrant at residual pressure of no less than 20 p.s.i. (a minimum pressure). 3. That the water purveyor and Fire District shall sign the water plan prior to County Building and Safety Department's review. i t SPOKANE. COUNTY ENGINEER'S OFFICE �� FGpgB Typical Cross Section Determination FKn`I To: MATER !LS LC R [� A L RyL e. Darr Please furnish Stabilomcter R values for the soils on the following project: [ test U actual County Road Name(s) Drainage – Percolation • greater Remarks* Drilling request ROAD NAME FUNCTIONAL CLASS Major Arterial Secondary Arterial Collector Arterial 5 Access Road ,5 Private Road - 4 RID / PLAT No. _-- __- cJrCU401441 F ec- - -. 9 - - Tw -- R ( . (Sec attached ,section map) ROAD NAME. .R VALUES LOCATION • eve y 7r 1 ittAtit a ; 1(46 At . Steens i �� • eSe ors_ —JX than 72 �hs.' y s o Est. Act. ' * Please note any unusual characteristics of soils and /or topography. Are the soils suit– able for the use of drywalls? Are there any unusual drainage considerations? FOR OFFICE USE ONLY FUNCTIONAL CLASS TRAFFIC INDEX ** TRAFFIC INDEX These are guideline traffic Indexes only. Tr.ifflc dat.t sre..lfh c. to the project jr" necessary to calculate Individual traffic Luiexrs. L = 350 Z1 = 36 Z2 = .172 N = .016 R = 0 S = .017' TD = .25 COMPUTED VALUES DUR = 5.00 I10 3.18 Q10 = 1"42 QA = 3.37 DATE = 2/18/91 • PROJECT NAME EVERGREEN POINT 6TH ADDITION DESCRIPTION = SUBAREA 1 = 1"12 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .4 TOTAL AREA = 1"12 ACRES • ' • COMPOSITE RUNOFF COEFFICIENT =' .4 OVERLAND FLOW ALUES Ct = .15 L = 0 N = .4 S = .02 ru^^/^.c/ c`m^,/m/'cc RATIONAL FORMULA HYDROLOGY DESIGNER = GSN BASIN A L = 350 71 = 36 Z2 - .172 , N = .016 B = 0 . S = "017 TD = .18 COMPUTED VALUES DUR = 5.00 I10 =� 3^18 010 = 1.42 QA = 1.40 DATE = 2/18/91 BOWSTRING CALCULATIONS DESIGNER = GSN BASIN , A ' PROJECT NAME = EVERGREEN POINT 6TH ADDITION DESCRIPTION = t t Intensity Qdev,: Vin Vout . Storage . (min.) (sec.) (in./hr.) (c"f"s") (ru, ft.) (cu. ft.) (cu" f+") 5"0 * • 300 3.18 1.42 573 300 273 . .10� 600 2.24 1"0() • 704 600 104 " � 15.0 900 1.77 .79 795 900' -105 20.0 1200 1.45 ..65 846 1200 ~354 oc. o i rl =:21 nAn 1=oo _A= � 30^0 1806 1,04 � .47 896' 1800 • -914 35.0 2100 .71 .41 898 2100 -1202. 40.0' 2400 .82 .37 919 2400 -1481 45"0 2700 ..74 .33 929 2700 -1771 . 50.0 3000 .68 .30 945 3000• -2055 55,0 33()0 ^64, .29 975 3300 -2325 60.0 • 3600 .61 .27 1012 3600 -2588 . . 65"0 3900 ^60 ^27 1067 3900 -2833 70.0 4200 .59 � .26 1118 4200 • -3082 . 75.0 4500 .56 "25 1144 4500 -3356 80^0 4800 ' "53 '.24 1164 4800 -3636 85"0' 510(} .52 . 23 1200 5100 . -3900 90^0 540V� .50 "22 1232 5400 . 4169 .� - 95.0 . 5700 .49 1274 5700 -4426 100.0 6000 "48 1312 6000 � 4689 �� THE MAXIMUM STORAGE IS 27^70528 CU, FT. • * The time of concentration is minutes" The UndevelOped flow out is 1 c.f.s. ' TEN YEAR STORM CALC DATE = 2/18/91 PROJECT NAME = EVERGREEN POINT 6TH ADDITION DESCRIPTION = SUBAREA 1 = 1.99 ACRES SUBAREA 1 RUNOFF COEFFICIENT .37 TOTAL AREA = J"99 ACRES COMPOSITE RUNOFF COFFFICIENT= "37 OVERLAND FLOW VALUES Ct = . L = 140 N = .4 S = .02 CHANNEL FLOW VALUES L = 260 Z1 = 36 Z2 = '.172 N = "O16 B = 0 S = "026 TD = .19 COMPUTED VALUES DUR = 6.84 110 = 2.75 010 = 2.03 QA • = 2.00 • RATIONAL FORMULA HYDROLOGY DESIGNER = GSN BASIN Ba + Bb DATE 2/18/91 BOWSTRING CALCULATIONS PROJECT NAME = EVERGREEN POINT 6TH ADDITION . DESCRIPTION = DESIGNER = GSN 'BASIN Ba+ Bb 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 2.34 941 300. 641 6.8 * 410 2.75 2.03 • 1115 410 704 10.0 600 2.24 1.65 1220. 600 620 15"0 900 1.177 1.30 1355 900 455 20"0 1200 ` 1.45 1.07 1430 ' 1200 230 25,0 1500 ` 1.21 .89 1461 1500 -39 30"0' 1800 1"04 .77 1485 1800 , -315 35.0 2100 .91 .67 1501 ' 2100 -599 40"0 2400 .82 .60 1533 2400 -867 45.0. 2700 .74 .54 1547 2700 -1153- 50.0 3000 .68 .50 157 3000 -1428 55,0 3300 ..64 .47 • 1621 3300 -1679 60"0 . 3600 ^61. .45 1680 3600 -1920 65.0 7,900 .60 .44 1770 3900 -2130 70^0 4200 '"58 .43 1853 4200 -2347 75,() 4500 : .56 .41 1876 4500 -2604 ' . 80"0 4800 .53 ,39 1729 4800 -2872 85.0 5100 e” .38' 1987 • 5100 -3113 90.0 5400 .50 "37 2039 5400 -3361 • 95.0 5700 .49 .36 2107 5700 -3593 ' 100.0 6000 .48 ,35 2170 6000 -3830 THE 'MAXIMUM STORAGE IS 704.40076363 CU. FT. * The time of. toncentration is 6"84147 minutes. The Undeveloped flow out is 1 c.f^s^ TEN YEAR STORM CA|C ' . ' RATIONAL FORMULA HYDROLOGY DATE = 2/18/91. DESIGNER = GSN BASIN C PROJECT NAME = EVERGREEN POINT 6TH ADDITION DESCRIPTION = . SUBAREA 1 = ACRES SUBAREA 1 RUNOFF COEFFICIENT = TOTAL AREA = 2.27 ACRES COMPOSITE RUNOFF COEFFICIENT = "25 OVERLAND FLOWVALUES Ct = .15 L = 130 N = ~4 S = .02 CHANNEL FLOW VALUES L = 270 71 = 36 Z2 = .172 N = .016 B = 0 S - .012 TD = .2 COMPUTED VALUES DUR = 7 I10 = 2.65 010 = 1.50 QA = 1"56 2 5 . �� \/ /� � � ,� C/�� ~~�'- � �- `� y ' ~ ` � ~- - ///�� 21/491/q/ xy /�/[�( / PROFILE 18+09.71 PI L= 0"000 L/H Pt.- 0,000 e 0 Grade= -2,010% 18+09"71 53.539 18+25 53.223 1B+50 52 72O " `�a,y . . 19+50 PI L= 0.000 L/H Pt.- ~-, @�7 Grade= -,800% 18+50 52.720 |844q^2- 18+75 52.520 52.520 19+00 52.495 52.320 19+00 PI L= 50.000 L/H Pt.= 52^463 @ 18+89.286 Grade= 2.000% 19+00 52.495 52.320 19+25 52"820 19+50 . 53.320 19+75 53.820 20+00 54.320 2()+25 54.820 20+50 55.320 20+75 55.820 21+00 56.320 21+00 PI L= 0^000 L/H Ft.= 0.000 @ 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -2.01042442293 GRADE #2 = -.8 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -507.78993206 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198,89830508 SAG VERTICLE CURVE CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -.8 GRADE #2 = 2 1 PESI9m SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 6,316585953 I LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 199"89830500 81 = -.80 G2 = 2,00 LENGTH OF V"C"= 50.00 P.I. STA. = 1900.00 P.I. ELEV. = 52.32 18+75 1G+85 18+95 19+05 19+15 19+25 18+89.28 52 52^47 52.47 52 52"65 52.82 52^46 LOW POINT PROFILE 18+09.71 PI L= 0.000 L/H Pt.= 0"000 @ 0 Grade= -1"340% 18+09.71 53.530 18+25 53.325 18+50 52.990 18+75 52"655 52.655 19+00 52.529 52.329 19+00 PI L- 50.000 L/H Pt.= 52.521 @ 18+95.061 Grade= 2,000% 19+00 52.529 52.320 19+25 52.820 19+50 53"320 19+75 53^820 20+00 54"320 20+ 54"820 20+50 55,320 55,370 20+75 55.934 55^829 21+00 56.776 56"320 21+00 PI L= 100.000 L/H Pt.= 54.772 § 19+95.205 Grade= 5.650% 21+00 56"776 56.320 21+25 57.847 57,733 21+50 59"145 59.145 21+75 60.428 60.558 22+00 61.451 61"970 22+00 PI L= 100.000 L/H Pt.= 62.991 @ 22+86.145 Grade= 1,500% 22+00 61.451 61.970 22+25 62.215 62.345 22+50 62.720 22+75 63.095 23+00 63^470 23+25 63.845 23+50 64.220 64,220 23+75 64.673 64.595 24+00 65.283 64^970 24+90 PI L= 100.000 L/H Pt.= 63.770 @ 22+90 Grade= 4.000% 24+30 65"283 64^770 24+25 66.048 65.970 24+50 66.970 24+75 67.970 25+00 68.770 68'970 25+25 69.845 69,970 25+25 PI L= 50.()00 L/H Pt.= 70.973 @ 26+0^128 Grade= 2.003% 25+25 69.945 69,970 25+50 70.471 25+75 70"971 26+00 71.472 26+00 . 71^472 26+00 PI L= 0^000 L/H Pt.= 0"000 @ 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -1.34012625983 GRADE #2 = 2 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 69,622169282 LENGTH OF VERTICLE CURVE (GIVEN) 50 WARNING... GIVEN LENGTH IS SHORTER THAN CALCULATED SIGHT DISTANCE 198,89830508 SAG - VERTICLE ~ [�URVE, CALCULATE LENGTH GIVEN DESIGN SPEED onnuL4 TVS - 4. GRADE #2 = 5^65 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 97.483166933 LENGTH OF VERTICLE CURVE (GIVEN) 100 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 5,65 GRADE #2 = 1,5 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 60.92919028 LENGTH OF VERTICLE CURVE (RIVEN) 100 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 1.5 GRADE #2 = 4 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -40.661016952 LENGTH OF VERTICLE CURVE (GIVEN) 100 GIVEN IS LARGER SIGHT DISTANCE 198,89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 4 GRADE #2 = 2^00255645505 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 302"098014414 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198^89830508 4+34 PI L= 4+34 5+00 6+0O i 6+0u 6+00 PI L= PROFILE 0"000 L/H Pt.= 0"000 @ 0 Grade= -1^550% 57.550 56"527 54.977 54.977 0.000 i/H Pt.= 0"000 T 0 Grade= P R O F I L E 5 +10 PI L= 0.000 L/H Pt.= 0,000 G 0 Grade == - 2.001% 5 +10 66.210 6+00 64.409 6 -i -0? i 64.409 6 +C F'I L.= 0, L/H Pt.= 0,000 i3' 0 Grade == DATE = 2/18/91 BOWSTRING CALCULATIONS PROJECT NAME = EVERGREEN POINT 6TH ADDITION DESCRIPTION DESIGNER = GSN BASIN C t t Intensity Odev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5. 0 300 3.18 1.80 725 300 425 7.3 * 437 2.65 1.50 881 437 444 10.0 600 2.24 1.27 951 600 351 15.0 900 1.77 1.00 1053 900 151 20.0 1200 1.45 .82 1110 1200 -90 75.0 1500 1.21 .69 1132 1500 - -368 30.0 1800 1.04 .59 :1150 1800 -650 7,5, n 2 100 .91 .52 1161 2100 -979 40.0 2400 .82 .47 1186 2400 -1214 45.0 2700 .74 .42 1 196 2700 --1504 50.0 7000 .68 .39 1215 3000 -1785 55.0 3700 .64 .36 1252 3300 -2048 60.0 3600 .61 . 35 1298 3600 -2302 65.0 3900 .60 .34 1367 3900 -2533 70.0 4200 .58 .33 1431 4200 -2769 75.0 4500 .56 .31 1464 4500 -3036 80.0 4800 .53 .30 1483 4800 -3312 3 .29 5100 -3566 �J. .. J. (.1I) .52 1..1. ,J 90.0 5400 .50 .28 1574 5400 -3826 95,0 5700 .49 .28 1626 5700 -4074 -) v ' 48 6000 25 1.x:)0. 6C..7(. . I,_ 1675 6i - 4:i._..J THE MAXIMUM STORAGE IS 441.73961627 CU. FT. * The time of concentration is 7.279498 minutes. The Undeveloped flow out is 1 c.f.s. TEN YEAR STORM CALC DATE = 2/18/91 PROJECT NAME = EVERGREEN POINT 6TH ADDITION DESCRIPTION = SUBAREA 1 = 2.42 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .25 TOTAL AREA = 2.42 ACRES COMPOSITE RUNOFF COEFFICIENT = .25 OVERLAND FLOW VALUES Ct = .15 L = 0 N = .4 S = "02 CHANNEL FLOW VALUES L = 650 Z1 = 36 Z2 = .172 N = .016 8 = 0 S = .017 TD = .203 COMPUTED VALUES DUR = 5.00 I1V = 3.18 P10 = 1.92 OA = 1"93 RATIONAL FORMULA HYDROLOGY DESIGNER = GSN BASIN D DATE = 2/18/91 BOWSTRING CALCULATIONS PROJECT NAME = EVERGREEN POINT 6TH ADDITION DESCRIPTION = DESIGNER = GSN BASIN D 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 1"92 773 300 473 10.0 600 2.24 1.36 951 600 351 15.0 90() 1.77 1"07 1073 900 173 20.0 1200 1,45 .88 1142 1200 -58 2 5.0 1500 1.21 .73 1173 1500 -327 30.0 1800 1.04 .63 1177 1800 -603 35.0 2100 .91 .55 1212 2100 -888 40,0 2400 "82 .50 1241 24()0 ^1159 45,0 2700 .74 .45 1254 2700 -1446 50"0 3000 .68 .41 1276 3000 -1724 55.0 3300 .64 .39 1317 3300 -1983 60^0 3600 "61 "37 1366 3600 -2234 65"0 3900 .60 .36 1441 3900 -2459 70.0 4200 .58 .35 1510 4200 -2690 75.0 4500 "56 .34 1545 4500 -2955 80,0 4800 .53 .32 1572 4800 -3228 85.0 5100 .52 .31 1621 5100 -3479 90"0 5400 "50 ,30 1664 5400 -3736 95.0 5700 "49 "30 1720 5700 -3980 100.0 6000 .48 "29 1772 6000 -4228 THE MAXIMUM STORAGE 'IS 473"4078 CU" FT. * The time of concentration is 5 minutes" The Undeveloped flow out is 1 c.f.s. TEN YEAR STORM CALC stored as pondvol u X= Y =. 29 R= 14.5 ( (B3--B7) *BJ+ cB5 -B7) *B3 + @P I *B7^ :/4) *(1. 5 + (,_* (B3 +B 5 -B7) +; * @P I *B7 /4) 0.375 2 5 Depth of Flow Calculations (for flow in gutter against curb) d = ((n*Q)/(0"56*Z*S"^0,5))^^375 Cross slope = Sx (in decimals) Z = inverse of cross slope So is entered in decimals Sx = ().081 n = 0.016 0 = 0.39 Z = 12"346 Sc = 0.0065 d = 0.186 Depth of Flow Calculations - Composite Section 0 = 0.56/n*So'0"5*(Z*d^8/3+Z1*d1 Trial d = 0.186 D1 D27 gutter x 1.42 DTRIAL D25 d1 = 0.07 N D14 Sx(1) = 0.081 0 D15 Z1 = 12.34567 SO D17 SX D13 0 = 0.39 SX(1) D28 X D26 first = 2"82 Z n16 second = 0.14 71 D29 third = 0.010771 forth = 0.010771 0"392712 29 14.5 B3-^B7)*B5+(B5-B7)*B3+@PI*R7^2/4)*0"5+(2*(B3+B5-R7)+2*@PI*B7/4)*O.n75 — Inland m c Pacific Engineering South 25 Altamont Spokane, Washington 509 535-1410 99202 TO: SPoK CouNT• EAIGuJEER Al. en )EPFEespt,l SPoKAnte ,vJA. ggt.bo PROJECT: EVERGREEAI Po1NT 51Wt .4 P DDfl IoN ATTENTION: GARW NELSo l Gentlemen: We are sending (✓enclosed ( ) under separate cover copies of the following: Description /rt11ueline Prints / / Original Drawing / / Work Authorization No. Copies Date 2 Requested Action / / Information / / Written Approval Remarks Sincerely, INLAND PACIFIC ENGINEERING COMPANY, INC. By 5LPS4 STE leu U. 5ocNS Transmittal DATE: I-68 . 15 1 1991 STORM DRAtaar5 A t1FtL4515 RECEIVED FEB 1 51991 SPOKANE COUNTY ENGINEER / / Copy of Letter / % / / Contract Documents / / /vi / / Description RoAD Pi.Ajs (` shee - 4s) / ✓/ Review & Comments / / Distribution / / Signature & Return / / CURB DROP CALCULATIONS Curb Drop Depression (Inches) Standard Curb Drop Length 2 Project Evergreen Point 6th 4 Date: 18- Feb -91 01:12 PM 208 Upstream Length sub Impervious Gutter Flow Required basin Area 0 Slope 7/n Depth Da /La 0/(0a /La) al 6050 0.40 0.015 2250 0.11 0.074 5.37 a2 4800 bI 12190 0.80 0.035 2250 0.12 0.082 9.77 b2 1500 0.10 0.02 2250 0.06 0.041 2.40 b3 6460 cI 5500 0.36 0.02 2250 0.10 0.067 5.39 c2 3220 0.21 0.0155 2250 0.08 0.058 3.65 c3 7080 dl 6000 0.39 0.0065 2250 0.12 0.074 5.33 d2 6800 0.45 0.02 2250 0.11 0.074 6.04 d3 9000 Prepared by: INLAND PACIFIC ENGINEERING South 25 Altamont Spokane, WA 99202 (509) -535 -1410 EVERGREEN POINT SIXTH ADDITION STORM DRAINAGE ANALYSIS February 22, 1991 II. 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 Sixth Addition. Thb 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. ANALYSIS 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 DESCRIPTION Evergreen Point Sixth Addition is a 7.89 acre, 20 lot subdivision located in the SW 1/4 of Section 26, T 25 N, R 44 EWM. Sheet 76 of the Soil Survey of Spokane County, Washington (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 subdivision will be divided into 4 basins, A through D, by the crowns and high points of the various road improvements (see basin map attached). Portions of Basins A and C were included in the drainage analysis for Evergreen Point Third Addition. The temporary rock sumps at the downstream end of the two basins will be paved over and the runoff will be disposed of in the respective new basins. Basin B was broken up into two subbasins, Ba and Bb, for the purpose of peak flow calculation only. CALCULATIONS The total and the impervious basin areas used to calculate the times of concentration and the peak flows for each basin as shown on the pages following .are tabulated below. TOTAL AREA IMPER. AREA BASIN sq.ft. Acres sq.ft. Acres # LOTS DU /GA C A 49,000 1.12 10,850 0.25 4.5 4.02 0.40 Ba 15,600 0.36 11,150 0.26 0.69 Bb 70,900 1.63 9,000 0.21 5.0 3.07 . 0.30 C 98,900 2.27 15,800 0.36 6.0 2.64 0.25 D 105,350 .2.42 21,800 0.50 6.0 2.48 0.25 The runoff coefficients shown above were based on the lot density and Table 1 in Guidelines. The lot density was calculated by taking the basin area divided by the number of lots represented in that basin. The runoff coefficient for Basin Ba is calculated below. C = .9(.26) +.15(.10) = .69 .36 where C = .90 for impervious surfaces and C = .15 for lawns in sandy soil CURB DROPS AND INLETS 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 Curb Drop Calculation Sheet included in this report shows the required lengths of curb openings. As shown on the calculation sheet, Pond D1 requires a curb opening of 4.77 feet. Therefore, three 2 -foot wide sidewalk and curb inlets have been provided. DRYWELLS The peak flows from the four basins will be disposed of in four Type "B" drywells. The drywells combined with the '208' storage provided are adequate to dispose of the stormwater runoff. See the bowstring calculations on the pages following. PEAK FLOW CALCULATION BASIN A Tot. Area Imp. Area C= CASE 1 CASE 2 Tc = 0.()0 min", by Equation 3-2 of Guidelines w 350 ft, Gutter Flow 5.07 1.120 0.250 0.40 0 ft. Overland Flaw Ct � L = n S 0.15 0 ft. 0.40 o.020 7 = 36 n � 0.016--- S = 0.017 d = 0.17 ft. A 0 Tc Tc total I 8c 0.51 1.42 Qpeak for Case 1 = 1.42 cfs INLAND PACIFIC ENMINEERINO 2.10 5.00 3"18 1.42 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow =.9(3"18)(Imp. Area) = 0.72 cfs S", the Peak flow for the Basin is the greater of the two flows, 1.42 cfs PEAK FLOW CALCULATION BASIN Ba Tot. Area Imp, Area C= CASE 1 w CASE 2 4.55 0.360 0.260 0.69 0 ft" Overland Flow Ct = L = n = S= Tc = 0.00 min", by Equation 3-2 of Guidelines 57() ft. Gutter Flow 0.15 0 ft. 0.40 0.020 Qpeak for Case 1 = 0.79 cfs INLAND PACIFIC ENGINEERING Z = 36 n = - - 0 . 0 1 G - - 5 = 0.024 d = 0.13 ft, A 0 Tc Tc total I Oc 0.29 0.79 Case 2 assumes a Time of, Concentration less than 5 minutes so that the . peak flow =" 9(3^18)(Imp^ Area) = 0.74 cfs Sc, the Peak flow for the Basin is the greater of the two flows, 0.79 cfs 3^48 5.00 0.79 --'` PEAK FLOW CALCULATION BASIN Bb Tot" Area Imp. Area C= CASE 1 ------- CASE 2 1.630 0"21() 0"30 140 ft. Overland Flow Ct = | = n= 0.15 140 ft. 0"40 0.020 Tc = 5.43 min., by Equation 3-2 of Guidelines 250 ft. Rutter Flow 2 = 36 - n = - ; �0.016��-'��--`- 8 = 0.026 � 5.45 d = 0.15 ft. A 0 Tc Tc total I Oc 0.41 1.33 Qpeak for Case 1 = 1.33 cfs INLAND PACIFIC ENGINEERING 6.78 Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow =.9(3"18)(lmp. Area) = 0.60 tfs So, the Peak flow for the Basin is the greater of the two flows, 1.33 cfs 2.72 1"33 PEAK FLOW CALCULATION BASIN C Tot, Area 2.270 Imp. Area 0.360 C = 0.25 CASE 1 w CASE 2 130 ft" Overland Flow Ct = L= n= S = Tc = 5.19 min", by Equation 3-2 of Guidelines 270 ft. Gutter Flow 6.64 0.15 130 ft. 0.40 0.020 Z = 36 . n =- 0.016-- S = 0.012 d = 0.18 ft. A Q Tc Tc total I Qc 0^61 1.52 Qpeak for Case 1 = 1.52 cfs Case 2 assumes a Time of Concentration less than5 minutes so that the peak flow ="9(3.18)(Imp. Area) = 1.03 cfs Sr, the Peak flow for the Basin is the greater of the two flows, 1.52 cfs INLAND PACIFIC ENGINEERING 1.81 7.00 2.68 1.52 PEAK FLOW CALCULATION BASIN D Tot. Area 2.420 Imp. Area 0.500 C = 0.25 CASE 1 w CASE 2 6"79 0 ft. Overland Flow Ct = L = n= S � 650 ft^ Gutter Flow 0.15 0 ft. 0^40 0.020 Tc = 0.00 min", by Equation 3-2 of Guidelines Z = 36 - - - n = 0^016 S = 0.017 d = 0.19 ft. A 0 Tc Tc total I Oc 0.64 1.92 Qpeak for Case 1 = 1"92 cfs Case 2 assumes a Time of Concentration less than 5 minutes so that the peak flow =.9(3.18)(lmp. Area) = 1.43 cfs So, the Peak flow for the Basin is the greater of the two flows, 1.92 cfs INLAND PACIFIC ENGINEER/NB 3.61 5.00 3.18 1.92 BOWSTRING METHOD DETENTION BASIN DESIGN Time Increment (min) 5 Time of Conc. (min) 5.00 Outflow (cfs) 1.0 Design Year Flow 10 Area (acres) 1.12 Impervious Area (sq ft) 10850 C' Factor 0.4 209' Volume Provided 464 Area + C 0.448 INLAND PACIFIC ENGINEERING PROJECT: Shadow Wood 2nd BASIN: A DESIGNER: SPS DATE: 02/20/91 Time Time Inc. Intensity 0 Devel. Vol. In Vol. Out Storage (min) (min) (in /hr) (cfs) (cu ft) (cu ft) (cu ft) 5 300 3.18 1.42 573 300 273 5 300 3.18 1.42 573 300 273 10 600 2.24 1.00 704 600 104 15 900 1.77 0.79 795 900 -105 20 1200 1.45 0.65 846 1200 -354 25 1500 1.21 0.54 868 1500 -632 - 30 1800 - - 1.04 - - 0.47 - 886 1800 -- - -914 35 2100 0.91 0.41 898 2100 -1202 40 2400 0.82 0.37 919 2400 -1481 45 2700 0.74 0.33 929 2700 -1771 50 3000 0.68 0.30 945 3000 -2055 55 3300 0.64 0.29 975 3300 -2325 60 3600 0.61 0.27 1012 3600 -2588 65 3900 0.60 0.27 1076 3900 -2824 70 4200 0.58 0.26 1118 4200 -3082 75 4500 0.56 0.25 1155 4500 -3345 SO 4800 0.53 0.24 1164 4800 -3636 85 5100 0.52 0.23 1212 5100 -3888 90 5400 0.50 0.22 1232 5400 -4168 95 5700 0.49 0.22 1274 5700 -4426 100 6000 0.48 0.22 1312 6000 -4688 208' DRAINAGE POND CALCULATIONS Required '208' Storage Volume 7. Impervious Area x .5 in / 12 in /ft 452 cu ft 208' Storage Volume Provided 464 cu ft DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum Storage Required by Bowstring Number and Type of Drywells Required 273 cu ft 0 Single 1 Double BOWSTRING METHOD DETENTION BASIN DESIGN Time Increment (min) 5 Time of Conc. (min) 5 Outflow (cfs) 0.5 Design Year Flow 10 Area (acres) 0.36 Impervious Area (sq ft) 11150 C' Factor 0.69 208' Volume Provided 0 Area * C 0.248 • 208' DRAINAGE POND CALCULATIONS Required '208' Storage Volume = Impervious Area x .5 in / 12 in /ft 208' Storage Volume Provided DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximus Storage Required by Bowstring Number and Type of Drywells Required INLAMD PACIFIC ENOINEEAINA PROJECT: Evergreen Point 6th BASIN: Ba DESIGNER: SPS DATE: 02/12/91 Time Time Inc. Intensity O Bevel. Vol. In Vol. Out Storage (min) (min) tin /hr) (cfs) (cu ft) (cu ft) (cu ft) 5 300 3.18 0.79 318 150 168 5 300 3.13 0.79 318 150 168 10 600 2.24 0.56 391 300 91 15 900 1.77 0.44 441 450 -9 20 1200 1.45 0.36 469 600 -131 25 _ 1500 1.21 0.30 482 750 -268 _ 30 - -- 1800 1.04 0.26 491 900 - - 409-- -- -- 35 2100 0.91 0.23 498 1050 -552 40 2400 0.82 0.20 510 1200 -690 45 2700 0.74 0.18 515 1350 -835 50 3000 0.68 0.17 524 1500 -976 55 3300 0.64 0.16 541 1650 -1109 60 3600 0.61 0.15 561 1800 -1239 65 3900 0.60 0.15 596 1950 -1354 70 4200 0.58 0.14 620 2100 -1480 75 4500 0.56 0.14 640 2250 -1610 80 4800 0.53 0.13 645 2400 -1755 85 5100 0.52 0.13 672 2550 -1878 90 5400 0.50 0.12 683 2700 -2017 95 5700 0.49 0.12 706 2050 -2144 100 6000 0.48 0.12 728 3000 -2272 465 cu ft 0 cu ft 168 cu ft 1 Single 0 Double BOWSTRING METHOD DETENTION BASIN DESIGN Time Increment (min) 5 Time of Conc. (min) 6.78 Outflow (cfs) 0.5 Design Year Flow 10 Area (acres) 1.63 Impervious Area (sq ft) 9000 C' Factor 0.3 208' Volume Provided 0 Area C 0.489 PROJECT: Evergreen Point 6th BASIN: Bb DESIGNER: SPS DATE: 02/12/91 Time Time Inc. Intensity 0 Devel. Vol. In Vol. Out Storage (min) (min) (in /hr) (cfs) (cu ft) (cu ft) (cu ft) 6.78 406.8 2.72 1.33 725 203.4 522 5 300 3.18 1.56 625 150 475 10 600 2.24 1.10 809 300 509 15 900 1.77 0.87 899 450 449 20 1200 1.45 0.71 949 600 349 25 1500 1.21 0.59 ' 969__ 750 219- 30 = - 1800 :.. 1.04 - - 0.51 986 - - 900 - 86 35 2100 0.91 0.44 996 1050 -54 40 2400 0.82 0.40 1018 1200 -182 45 2700 0.74 0.36 1027 1350 -323 50 3000 0.68 0.33 1044 1500 -456 55 3300 0.64 0.31 1076 1650 -574 60 3600 0.61 0.30 1115 1800 -685 65 3900 0.60 0.29 1185 1950 -765 70 4200 0.58 0.28 1230 2100 -870 75 4500 0.56 0.27 1270 2250 -980 80 4800 0.53 0.26 1280 2400 -1120 85 5100 0.52 0.25 1332 2550 -1218 90 5400 0.50 0.24 1354 2700 -1346 95 5700 0.49 0.24 1399 2850 -1451 100 6000 0.48 0.23 1441 3000 -1559 208' DRAINAGE POND CALCULATIDNS Required '208' Storage Volume Impervious Area x .5 in / 12 in /ft 208' Storage Volume Provided DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum Storage Required by Bowstring Number and Type of Drywelis Required INLAND PACIFIC ENGINEERING 375 cu ft 0 cu ft 522 cu ft 1 Single 0 Double BOWSTRING METHOD DETENTION BASIN DESIGN Time Increment (min) 5 Time of Conc. (min) • 6.78 Outflow (cfs) 1.0 Design Year Flow 10 Area (acres) 1.99 Impervious Area (sq ft) 20150 C' Factor 0.37 208' Volume Provided 849.8 Area a C 0.736 ' Time Time Inc. Intensity Q Devel. Vol. In Vol. Out Storage (min) (min) (inihr) (cfs) (cu ft) (cu ft) (cu ft) 6.78 406.8 2.72 2.00 1092 406.8 685 5 300 3.19 2.34 941 300 641 10 600 2.24 1.65 1218 6000 618 15 900 1.77 1.30 1353 900 453 20 1200 1.45 1.07 1429 1200 229 25 -- 1500 1.21 0.89 . 1460 1500 -40 30 = 1800 1.04 0.77-- -- 1484 1800 -316 - 35 2100 0.91 0.67 1500 2100 -600 40 2400 0.82 0.60 1533 2400 -867 45 2700 0.74 0.54 1546 2700 -1154 50 3000 0.68 0.50 1571 3000 -1429 55 3300 0.64 0.47 1620 3300 -1680 60 3600 0.61 0.45 1679 3600 -1921 65 3900 0.60 0.44 1784 3900 -2116 70 4200 0.58 0.43 1853 4200 -2347 75 4500 0.56 0.41 1913 4500 -2587 80 4800 0.53 0.39 1927 4800 -2873 85 5100 0.52 0.38 2006 5100 -3094 90 5400 0.50 0.37 2039 5400 -3361 95 5700 0.49 0.36 2106 5700 -3594 100 6000 0.48 0.35 2169 6000 -3831 208' DRAINAGE POND CALCULATIONS Required '208' Storage Volume Impervious Area x .5 in / 12 in /ft 840 cu ft 208' Storage Volume Provided 849.8 cu ft DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum Storage Required by Bowstring Number and Type of Drywells Required INLAND PACIFIC ENGINEERING PROJECT: Shadow Wood 2nd BASIN: Ba +Bb DESIGNER: SPS DATE: 02/20/91 641 cu ft 0 Single 1 Double BOWSTRING METHOD DETENTION BASIN DESIGN Time Increment (min) 5 Time of Conc. (min) 7 Outflow (cfs) 1 Design Year Flow 10 Area (acres) 2.27 Impervious Area (sq ft) 15800 C' Factor 0.25 208' Volume Provided 661.4 Area f C 0.568 208' DRAINAGE POND CALCULATIONS Required '208' Storage Volume Impervious Area x .5 in / 12 in /ft 208' Storage Volume Provided DRYWELL REOUIREMENTS - 10 YEAR DESIGN STORM Maximum Storage Required by Bowstring Number and Type of Dryvells Required INLAND PACIFIC ENBINEEAINO PROJECT: Evergreen Point 6th BASIN: C DESIGNER: SPS DATE: 02/12/91 Time Time Inc. Intensity 0 Devel. Vol. In Vol. Out Storage (min) (min) (in /hr) (cfs) (cu ft) (cu ft) (cu ft) 7 420 2.68 1.52 656 420 436 5 300 3.18 1.80 725 300 425 10 600 2.24 1.27 944 600 344 15 900 1.77 1.00 1047 900 147 20 1200. 1.45 0.82 1105 1200 -95 25 1500 1.21 0.69 1128 1500 -372 30 - 1800 1.04 0.59 1147 -- -- 1800 =---653 35 2100 0.91 0.52 1158 2100 -942 40 2400 0.82 0.47 1183 2400 -1217 45 2700 0.74 0.42 1194 2700 -1506 50 3000 0.68 0.39 1213 3000 -1787 55 3300 0.64 0.36 1250 3300 -2050 60 3600 0.61 0.35 1296 3600 -2304 65 3900 0.60 0.34 1377 3900 -2523 70 4200 0.58 0.33 1429 4200 -2771 75 4500 0.56 0.32 1475 4500 -3025 80 . 4800 0.53 0.30 1487 4800 -3313 85 5100 0.52 0.30 1547 5100 -3553 90 5400 0.50 0.28 1573 5400 -3827 55 5700 0.49 0.28 1625 5700 -4075 100 6000 0.48 0.27 1673 6000 -4327 658 cu ft 661.4 cu ft 436 cu ft 0 Single 1 Double BOWSTRING METHOD DETENTION BASIN DESI6N Time Increment (min) 5 Time of Conc. (min) 5 Outflow (cfs) 1 Design Year Flow 10 Area (acres) 2.42 Impervious Area (sq ft) 21800 C' Factor 0.25 208' Volume Provided 912.7 Area * C 0.605 5 300 3.18 1.92 773 300 473 5 300 3.19 1.92 773 10 600 2.24 1.36 951 15 900 1.77 1.07 1073 20 1200 1.45 0.88 1142 25 _-_.- 1500_ -1.21 0.73 1173 30 1800 - - - -- 1.04 - 0.63 1197 35 2100 0.91 0.55 1212 40 2400 0.82 0.50 1241 45 2700 0.74 0.45 1254 50 3000 0.69 0.41 1276 55 3300 0.64 0.39 1317 60 3600 0.61 0.37 1366 65 3900 _ 0.60 0.36 1453 70 4200 0.58 0.35 1510 75 4500 0.56 0.34 1559 80 4800 0.53 0.32 1572 65 5100 0.52 0.3! 1637 10 5400 0.50 0.30 1664 95 5700 0.49 0.30 1720 100 6000 0.48 0.29 1772 Time Time Inc. Intensity 0 Devel. Vol. In Vol. Out Storage (min) (min) (in /hr) (cfs) (cu ft) (cu ft) (cu ft) 208' DRAINAGE POND CALCULATIONS Required '208' Storage Volume Impervious Area x .5 in / 12 in /ft 208' Storage Volume Provided DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum Storage Required by Bowstring Number and Type of Dryvells Required INLAND PACIFIC ENGINEER /NS PROJECT: Evergreen Point 6th BASIN: D DESIGNER: SPS DATE: 02/12/91 300 473 600 351 900 173 1200 -58 1500 -327 1800 -603 -- 2100 -888 2400 -1159 2700 -1446 3000 -1724 3300 -1983 3600 -2234 3900 -2447 4200 -2690 4500 -2941 4600 -3228 5100 -3463 5400 -3736 5700 -3980 6000 -4228 908 cu ft 912.7 cu ft 473 cu ft 0 Single 1 Double 208' POND CALCULATIONS Project: Evergreen Point Sixth Addition Date: - 12-Feb-91 Designer: SPS Upstream Carryover Accumul. Pond '208' '208' Curb Drop Impervious Storage Storaoe Storage Type/ Storage Carryover Sub -Basin Station R/L Area Req'E Req'I Req'E Size Provided Downstream Al CR 6050 252.1 252.1 Corner 255.5 0.0 A2 18 +90 Bannen L 4800 200.0 200.0 18x20 208.5 0.0 DI 20 +92 Bannen R 12190 507.9 507.9 20x20 230.0 277.9 82 20 +12 Bannen R 1500 62.5 277.9 340.4 20x20 230.0 110.4 D3 18 +90 Bannen R 6460 269.2 110.4 379.6 25x28 389.8 0.0 Cl CR 5500 229.2 229.2 Corner 227.3 1.9 C2 5 +11 26th L 3220 134.2 134.2 15x15 135.0 0.0 C3 MCR 7080 295.0 1.9 296.9 Corner 299.1 0.0 DI 4 +30 24th R 6000 250.0 250.0 20x22- 251.5 0.0 D2 25 +60 Bannen 1 6800 283.3 - - - 283.3- 20x25 - - 283.8 0.0 D3 MCR 9000 375.0 375.0 Corner 377.4 0.0 INLAND PACIFIC ENGINEERING CURB DROP CALCULATIONS Curb Drop Depression . 2 in. Standard Curb Drop Length . 4 ft. Upstream Butter Roughness Recip. Length '208' Curb Drop Imp. Peak Slope Coeff. X slope Depth Required Sub -Basin Station R/L Area Flow 6 n 2 2/n d * Da /La ++ 0 /(0a /La) Remarks Al CR 6050 0.40 0.0150 A2 18 +90 Bannen L 4800 1.40 8! 20 +92 Bannen R 82 20 +12 Bannen R 83 18 +90 Bannen R Cl CR C2 5 +11 26th L C3 MCR D1 4 +30 24th R D2 25 +60 Bannen L D3 MCR INLAND PACIFIC ENBINEERIN8 5520 5520 6460 5500 3220 7080 6000 6800 9000 0.36 0.0350 0.36 0.0200 2.12 0.36 0.0200 0.21 0.0155 1.52 0.39 0.0065 0.45 0.0200 1.92 0.016 36 2250 0.11 0.074 5.39 Need 2 curb drops Sump condition *1* 0.016 36 2250 0.09 0.061 5.96 Need 2 curb drops 0.016 36 2250 0.10 0.068 5.37 Need 2 curb drops Sump condition +++ 0.016 36 2250 0.10 0.067 5.36 Need 2 curb drops 0.016 36 2250 0.08 0.058 3.65 Sump condition +++ 0.016 40 2500 0.12 0.083 4.77 Need 3 Sidewalk inlets 0.016 36 2250 - 0.11 - 0.073 6.12 Need 2 curb drops Sump condition +t+ * Calculated per Figure 18 of Guidelines ++ Calculated per Figure 16 of Guidelines +++ A 4 foot curb drop with a 6' gutter has a capacity of 4.0 cfs in sump condition. &% R2N 1 L.SEt' FS OTbt M,t:>r}obs 'rd qr w e 013&A -S ts e7J -rte es-t-c+.t,LA-.-e TVt'1? RS62.xLtcb 6tA,Q ote 1.36, , Wl eifr w.a R-L1ooe RL-17,-tArrGD . " 4+ p. osT CON sat-U i 1w AtJSW ea_s . ttrt -e- p "L &UtsTLCs-3 Aii3dMx 141-1 , Lrt - &4t? Vat w, t2 LL (2-t■tAt tAA,IA-- 4 sPs. AREA <First point; /Entity /Add /Subtract: E Select circle or polyline: Area = 448.41, Length = 83.44 PQMD AI Command: AREA <First paint; /Entity /Add /Subtract: E Select circle or polyline: Area = 530.89, Perimeter = 89.78 Pomp G3 Command: AREA < First point:: > /Enti /Add /Subtract: E Select circle or polyline: Area = 396.21, Perimeter = 77.96 Pp CI Command: AREA <First point. /Entity /Add /Subtract: E Select circle or polyline: Area = 678.61, Perimeter = 101.60 Ponlb b3 Nitro Ght Lj 5'rtnS4 S oP- - mr '2.O& Penros l.tSti> ' ra ei4LC. VDu hte f INLAND PACIFIC ENGINEERING South 25 Altamont Spokane,Washington (509) 535 -1410 99202 MEMO ❑ CALC. �. MEETING ❑ OTHER ❑ PROJECT EC/Prr, izre - PrA k r S1XT M JOB NO. X -7 BY SPS SHEET OF DATE 2- 412111 •Zoe; wo^"b VOLUME C4LC \ 208 ' Pcti AEA CZ '20€'vol.u'\E _ .5(Aze)4.3 AI / 18. 43.4 255. (cceHea) Az- 3(,0.4 to. O 208.5 ( ifl i xzo) BI goo.o So,o 23o. (-2c'nzd) 82 Li ca . o 60.0 2-3o . O (zc' ic Zo ) B loo•0 10(o•0 38A.5 (25'cS') CI 39b.z 78. 227.3 (comuEe) 0.2 Z2.5.0 690. 135. o (!s' ti is') C3 530.•9 e9,8 299,; ?51.5 ( ( 29'x24') 1)1 tfL+o.o 04.0 AZ 5oo. 9o• ZS3.8 11ok 1,3 G:78•Co lot. to 377. (Cc suet) 507 2, R� 9 1- J 1 0\ n i f INLAND PACIFIC ENGINEERING South 25 Altamont Spokane,Washington (509) 535 -1410 99202 MEMO ❑ CALC. �. MEETING ❑ OTHER ❑ PROJECT EC/Prr, izre - PrA k r S1XT M JOB NO. X -7 BY SPS SHEET OF DATE 2- 412111 >;: Cut i1 (loins sheet 67) SPOKANE COUNTY, WASHINGTON — SHEET NUMBI R. 44 E. 1 R. 45 E. 2 . si Uh BaB . SPOKANE COUNTY ENGINEER'S OFFICE Typical Cross Section Determination TO: MATERIALS LABORATORY- / Darr -� FROM: att .F[- c_r+_ =• y Please furnish Stabilometer R values for the soils on the following project: Drilling request These are necessary ROAD NAME test U gctual County Road Name(s) # , s p. 4-1 e 2OM c _ - RIl) CKP /PLAT No. _ /9 4 � -- Sec. -- - � � - - - Twp. -- - R.__ /i . • (See attached section map) ROAD NAME .R VALUES - LOCATION! k 5 ,t9 -e=we 45s et 4- -- -anc. E t _ JC"l- ever 9i I Gythile - -- TOTATMM M k. moo /Al'r PI _ S*(v# %� 1E e' ?'gam r,_ - ---Jr 7 Drainage - Perco�l�a�ti�on greater than 72 "f yes 7 , - Remarks * ----J �,L /r/ /± &< P '- c -- . `--! " FUNCTIONAL CLASS FOR OFFICE USE ONLY FUNCTIONAL CLASS TRAFFIC INDEX Major Arterial . 7 ' Secondary Arterial 6 Collector Arterial 5 Access Road 5 Private Road 4 * Please note any unusual characteristics of soils and /or topography. Are the soils able for the use of drywells? Are there any unusual drainage considerations? . TRAFFIC INDEX ** guideline traffic indexes only. Tr. f[c dat.r sr' -elf ic. to the project aro to calrulntc individual traffic fadex.s. sui;- I ram Inland m a Pacific Engineering South 25 Altamont Spokane, Washington 509 535 -1410 Derr 570 5 TO: / (0 ate_ PROJECT: VeTe&p, P0»1 6/ / d /J/- trartic ATTENTION: FEB v'7 10(11 Gentlemen: g Engineering We are sending (`'enclosed ( ) under separate cover copies of the following: Description 99202 Transmittal l /6 463 F DATE: / -e4 • 26,, /q9/ /o lueline Prints / / Copy of Letter /'' C/e c4 Mn / / Original Drawing / 1 Contract Documents / / / / Work Authorization / / Report / / No. Copies Date Description / r7n gat revt'/e Requested Action /formation /Review & Comments / / Distribution / / Written Approval / / Signature & Return / / Remarks �e Grave `ei iser0 Gtr `i�% /;feD, {evie&v , Sincerely, INLAND PACIFIC ENGINEERING COMPANY, INC. B �" `� Z2 NO • .0•1:•11:' 215 • • ' 239 . , 238,- 230 • o% No.12. 5 2/ AVE 2SS/ 2 211 • S •• GREEN P RST ADD 13Asi t� C pzcteeEmi3 EVE SIXT GR EN POIN A DITI ON e rr 5As1 N p2GeeeN 3 EVE "GR BEN POIN SIXT A DITION tEN P ,bIN�f DDIT N r 6g5t Q 96 o ,�, 3 O 11 4 Abb 2 8� 65.98 7 ' 8 'J t5 14. 12 1► 10 9 , � G9 �z 86 13 4 @ 11 c) 8 W e 0 2 to w Q � 1- � w a=� y w r°- 8X12 , rift cr2 3_F;/ (61.18' /62. /0' /1143 uz.4 //2 43 //2.43 /12 .43 //2.43 TRACT A 2-z yrE J' T %'4 ®. 0 ® . 1 I `') 19 1 28;n AVE. lr 2$1 11 L1 1 ® I'SfR 4 S. Y>. GOR. SEC 26 2 0 1 3134 _ f Q 29 th Courf 0 31 SY 1 ¢om LT 6 1 FT 5rp 9 2 2 6 o '+ 7 2// L 22 L10j 15 ] 24-® 6 4 4 / • zoo' 40 2 C' -5'-s 2 1 .11 2-z S.**ee. 26 *4251/1/..?11. J it i (1 0 0 -4 0 ti 0 • 5 SO(/ Y4 c c 72 0 ' BLOCK 22 P O [-81. O \l\—' 2 2- 1 P o'�o Q�0> O N 4°6 V p A I 1 2 2.3? 32 31 440 44-0 6 . 4 1201 io 2 3J _ — 23B.211 0 i 43 03r (6 '' /50 215 /95.24 / 9 4.79 a 14. 0" 69 .-11 0 ! 69,52- 69,31 Li 1 - 24 �- 0 r 144 1� 84 z 13 M ,270'' T 1 1 O I 270 • 2 . J 4 1© cLA 2.4 - 4,a II E LI 2 5 Io I a5 86 6 5,98\ 8 66.0V 6 4'15 135.53' 250' r' 125' _ : N N V CV ti, �) O"/ M Tr y �p N N 22 3 ® c- M N W ON M M A r +� B �+ J Q � O O o cn �� ° o ° o vi z 135.34' 250' `/' 125' `9 4 1 a� u 228 — y2- — — 6�+sr coA .9 •0 .r4'. co,? 3 EC 26 ..12na P.3■4 e 7C - 2 , 2/, ‚57 z,r5 5/< 3 4 3 t1/4.1 0 0 IGt fly - G";/ (Iva- t■tc:•. I ZS 2 -4- 4 N.StDe:51 2Q. 5G .4- I I A e 5 I L- 21 . .1 1. 4 A I A 1 49 : : /2 / / - 1 AVE.1 12 9 8 117 T ANS NO WO e ;) ..t 8 a Sp 11111 fr t i ad• 15 • 5 5c; .k• 44;7. • It 2 7 r#4904 2., s2071-1 CT: • 1 " 115 124J bT 240 644.1' 1.1? ve . 2 229 230 237 Lc 2 G43.55" • _a --17Zato 2 rd- 22 AV 2 7.e ‚9 C)7 Az J-4 /R C■Pwl..5 r). - r ,..1. — 5 /5 1:4 EFet,.. ,17 I2• 995- a • 2414l Ave . A/0 T E : SHADED AREA DES/GA/ATE "VACATION” SEC. 26 T25N.R44EWM. - 24 \25 ' Ea 0 w gi '1 6 0 4 ow Or IX 0 z 7 ill /•••0eD /24. - 41 0. • $ COUNTY DATUM COUNTY BM NO. 115 SE CORNER OF TOP CONCRETE STEP AT 13815 E. 32ND AVE. NW CORNER EVERGREEN AND 32ND AVE. ELEV. = 2013.674 • - • .• . • 2080 CURB A 1 O N 2 RELOCATE EXISTING SPEED LIMIT SIGN PLAT BOUNDARY [D r\ I P i' C.VL_1 \ \7r \L -I_14 i \_/11‘11 r 1 A r-1T1r\P 1 i I i in nU i IV I v N N 0) EXISTING EDGE OF PAVEMENT 3 4 `t \' Ln I - \ L. 1 / \ / 1• A 1A/K1 Un YY1N 1 - 7 / O N O O 8 - +0 011■1 =AIM — =ITUU63 A r1 r\ I T I r\ 1 I nUUI11Viv 7 C.) O O a:11:111�'[�J�Va�la►1 J N89'03'46" W EVERGREEN POINT SIXTH ADDITION 6 t0 J N 5 -0 S)I(X 24th AVENUE SEC. 26, T.25 N., R.44 E., W.M. w co 5 * SEE DETAIL SHEET FOR '208' POND DETAILS COMO .1.11•19 - 0.0140 u Cl- o u; o AD E _ d + v c u a 11 0 0 Q W Z p W Z z f Q W 1) 0 U ) 1 +O t)npR +U.UU5t5 O rj 1n • rA \/ r1A A rNimiT1nn1 Ln� \L. 1 Un 1 '1 / U U1 1 1\JI V co 1 0 LXISJ ING GUF' H 8 2070 2080 RIGIIT - 7 / >/' TI I ^1 11 AA AI'r 1 T1 El. .)L.)IVIIVII i AT n I r\ t' -)r-r 1 1 F.) r\ LV LN '.7I V i \ N 1 LIJ - 7 - - J L rn' \/ r- A1A/KI L_n�\L. 1 Unv 1 V 1 9 1 0 I L r_ 1 A 1 r rri r i I I nUU1 I\J1v 1 4---- 10 1 7 CURB RETURN INFORMATION CURVE RADIUS 1 LENGTH 1 TANGENT 1 CHORD DELTA R10 20.00' 31.34' 19.93' 28.23' 89'47'14" R11 20.00' 31.49' 20.07' 28.34' 90 DEVELOPERS APPROVAL NOTE: ALL UTILITIES AND SIGNS SHALL BE RELOCATED PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 456 -8000 J P►� IAA A /tVt /1i. f ° 1 / it j 11 JI LU( BRA ; 2..m 1 ' / D TE i t : i n- PE ,,F+,113 CAIG!' , 's.3s0 24- HRS. PR 1 U UUVb i s ED EL.H CT1O N' < 0 0 o a,_ ll X11 E n o m W S 0 U) a In 1'�'. zZ X a 0 0 0 < m z 0 } m o 0 ol !v 0) N O 0 0 0. N 00 0 * I to M CV 10 0 L>J SHEET 1 3 OF 4 JOB NUMBER 90087 j COUNTY DATUM COUNTY BM NO. 115 SE CORNER OF TOP CONCRETE STEP AT 13815 E. 32ND AVE. NW CORNER EVERGREEN AND 32ND AVE. ELEV. = 2013.674 EVERGREEN POINT SIXTH ADDITION POND C2 87.50' I L .. J 1 120.14' INSTALL STREET SIGN PER SPOKANE CO. STANDARDS AND M.U.T.C.D. 80.42' POND A2 T1 it ( I 1) AA AIT I fl . .)k..) IVI IVI I A T /�1 r� V L. I-\ \7 I-\ L L /r ^�� ^�rrI n V i I_ 1 J POND B2 PLAT BOUNDARY * SEE DETAIL SHEET FOR '208' POND DETAILS CURVE INFORMATION CURVE 1 RADIUS 1 LENGTH 1 TANGENT 1 CHORD 1 DELTA 410.00' 186.66' 94.98' 185.05' 26'05'07" CURVE 1 RADIUS 1 LENGTH 1 TANGENT 1 CHORD 1 DELTA R10 20.00' 31.41' 20.00' 28.28' 89'59'32" R11 20.00' 29.72' 18.37' 27.06' 85'08'29" R20 20.00' 18.93' 10.24' 18.23' 54'13'27" R21 20.00' 31.17' 19.75' 28.11' 89'17'00" R22 20.00' 31.67' 20.25' 28.46' 90'43'00" CURB RETURN INFORMATION MSC X111.1.1• ■ - 1 1 - MEM1 Imo► —�1 / • 1 ,.3 Jo1:'111•111110 at • • , i 1111111 E XISTING GROUND ® R W 2050 / 205C = MR) Mil EMI 111:1d. .11U1 IOrI'1.101Mil YAII IOW — 0.0200 I 1E __ �Aiil� �• mr ••■• IZre=e3;r.1lh I. DEVELOPER'S APPROVAL SEC. 26, T.25 N., R.44 E., W.M. 24th AVENUE EVERGREEN POINT SIXTH ADDITION N89'03'46'W 39.90' 4 I' L'-_• POND D2 r I � �v POND C1 INSTALL STREET SIGN PER SPOKANE CO. STANDARDS AND M.U.T.C.D. 9 CALL BEFORE YOU DIG 456 -8000 ED ENGINEER J C I , ;i1 CTIO J E w 4t4 z z W -� O CAN 1E 0 0 0 0. 00 T to M N I C) 0 a— z w LJ LZ 0 <0 cr Lo N w SHEET 2 OF 4 JOB NUMBER 1 ` 90087 • COUNTY DATUM COUNTY BM NO. 115 SE CORNER OF TOP CONCRETE STEP AT 13815 E. 32ND AVE. NW CORNER EVERGREEN AND 32ND AVE. ELEV. = 2013.674 EVERGREEN POINT SIXTH ADDITION POND C2 87.50' I L .. J 1 120.14' INSTALL STREET SIGN PER SPOKANE CO. STANDARDS AND M.U.T.C.D. 80.42' POND A2 T1 it ( I 1) AA AIT I fl . .)k..) IVI IVI I A T /�1 r� V L. I-\ \7 I-\ L L /r ^�� ^�rrI n V i I_ 1 J POND B2 PLAT BOUNDARY * SEE DETAIL SHEET FOR '208' POND DETAILS CURVE INFORMATION CURVE 1 RADIUS 1 LENGTH 1 TANGENT 1 CHORD 1 DELTA 410.00' 186.66' 94.98' 185.05' 26'05'07" CURVE 1 RADIUS 1 LENGTH 1 TANGENT 1 CHORD 1 DELTA R10 20.00' 31.41' 20.00' 28.28' 89'59'32" R11 20.00' 29.72' 18.37' 27.06' 85'08'29" R20 20.00' 18.93' 10.24' 18.23' 54'13'27" R21 20.00' 31.17' 19.75' 28.11' 89'17'00" R22 20.00' 31.67' 20.25' 28.46' 90'43'00" CURB RETURN INFORMATION MSC X111.1.1• ■ - 1 1 - MEM1 Imo► —�1 / • 1 ,.3 Jo1:'111•111110 at • • , i 1111111 E XISTING GROUND ® R W 2050 / 205C = MR) Mil EMI 111:1d. .11U1 IOrI'1.101Mil YAII IOW — 0.0200 I 1E __ �Aiil� �• mr ••■• IZre=e3;r.1lh I. DEVELOPER'S APPROVAL SEC. 26, T.25 N., R.44 E., W.M. 24th AVENUE EVERGREEN POINT SIXTH ADDITION N89'03'46'W 39.90' 4 I' L'-_• POND D2 r I � �v POND C1 INSTALL STREET SIGN PER SPOKANE CO. STANDARDS AND M.U.T.C.D. 9 CALL BEFORE YOU DIG 456 -8000 ED ENGINEER J C I , ;i1 CTIO J E w 4t4 z z W -� O CAN 1E 0 0 0 0. 00 T to M N I C) 0 a— z w LJ LZ 0 <0 cr Lo N w SHEET 2 OF 4 JOB NUMBER 1 ` 90087 CURVE 1 RADIUS 1 LENGTH TANGENT CHORD 1 DELTA R10 20.00' 14.84' 7.78' 14.51' 42'31'25" R11 20.00' 23.16' 13.08' 21.89' 66'21'11" R12 20.00' 29.72' 18.37' 27.06' 85'08'29" R13 20.00' 31.41' 20.00' 28.28' 8959'32" R14 20.00' 31.17' 19.75' 28.11' 89'17'00r , R15 20.00' 31.67' 20.25' 28.46' 90'43'00r R16 20.00' 31.34' 19.93' 28.23' 89'47'14" R17 20.00' 31.49' 20.07' 28.34' 90'12'46" CURVE INFORMATION CURVE 1 RADIUS 1 LENGTH TANGENT 1 CHORD 1 DELTA C1 410.00' 186.66' 94.98' 185.05' 2605'07" CURB RETURN INFORMATION • DEVELOPER'S APPROVAL COUNTY DATUM COUNTY BM NO. 115 SE CORNER OF TOP CONCRETE STEP AT 13815 E. 32ND AVE. NW CORNER EVERGREEN AND 32ND AVE. ELEV. = 2013.674 bATfr A r\ r - N I "T" I C\ I LJ I I I \J 18+09.71 D EVERGREEN POINT SIXTH ADDITION 19+96.37 u=2 POND A2 SEC. 26. T.25 N.. R.44 E.. W.M. * SEE DETAIL SHEET FOR '208' POND DETAILS PLAT BOUNDARY 105.00' PLAT BOUNDARY - POND C1 108.13' EVERGREEN POINT SIXTH ADDITION 22+98.93 POND D3 109.47' -r- I 1 1-- 1 11 C_ OWL LANE N0O*43'28"E INSTALL STREET & PER SPOKANE CO. AND M.U.T.C.D. 105.11' CALL BEFORE YOU DIG 456-8000 26+18.88 iiimme msommimmiummummumpummin g g .111111111111MVIN. PIIIIIIIM1111•11111111111111111 • simmigizy . • . 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FeIII9 0, OF 01ei 1111111•11111=11111111111111=1111MMIIIIIMMIIIIIIIMI111111 •■•■■■•:]!1••■■•• e zarrzaullimmumo■Imusawwilm■mi 11111 . - -. 1 F 111111•111■11wor■ ,..-1-.z_ ww_ _ impu. ja... =.1.11=1.....ic......._ MallaMllrG - •.'111.11111111111111.1 4 111:i11MMIIIIIIMIIIIMIMMMIIIII,Z11 III= MIIIMI11111111111111111111111111111111111111111111111WAMMIIIIIIII Mililibill1M11111=1111=111M11111■11111•11111111=111111111111111■11111111111111■11111111 illilleilI111 M 111111 11111111111•111111111111111111111■1111IM MrlfrillIP'r-Pill1•11111 IIRMNIS 1111111111.1111111.1111111111111 uoymc C C■trel . - u J - ;" IT j11.414.4. e2411321 6221 • • r`) .4- - M1E111111MMIV.-tWargaarl MI1111111111111111111111111 ....Ez■•■••■•••■•ggratirovaira • rzwrz■-_ IltarullEreAll 11 4 1111 w" ----- -si1111111111 MIII•11111111111•11111111EciLTIMUMI -- / 0 0 C`J + NI -.. .--. b_ aLe4 EXISTING GROUND 0 R ____ I/Vi '4‘) IIIIIIIIIIIIIAIIIIIIIIIIIEMIIIIIIIIIIIIIIIIIIIII=MMIMMRIMIIIIIINMMIIE• Mal= IMNIMMIIMIII MIMMIIIIIIIIIII n - *. e IIIIININIIIIIIIIIIIII•IMMIIIIIIIIIIIIIIIIIIIIIPSEINIIIIIIIIIII•111C1 0 N _ - - - - MINNEMMMNNIIMIIIIIIOIIMIPIMMI I IMMIIIIIIIIIIIIIII1111.111111.11111/1.111IIIMM Milli.= : 31M. .11111111C I■IIIVAIIII. _,...e______: MO= ... MENEM.. Illtrialv/0111111111 :.: :: •111111111111111111111W.1MINIIIIIIIIIIIIPM :..W11101110111111111111•1111111111=1111111111111111111111=11101=111111111110111 ; • - killIIIIIIIIIIIIIIMIZ1111111111111111111M111111111111111111111111111111111111.111•11111111111111111111111111=111111•11111.■■1111111111 -4.i --i.:::: _ N ( 0 4 Lo c`l 50 VC 0.0200 a.. -I- Li ■ 10C VC J •-.. LL J r immiumsraammaimm. EMIIIIIMMIIIIIMM111111111111=1M1 MIIIIIONWIlli _1 MAIM MIIIIWW-41111111MMI1111141Mr_AG IDIMMIMIMAINIMIIIIIIal RIM ISIIIIIIIMIIIIIIIIMEINIIIIIIIIIII MINN MIN NNW - - - - - - - a a •11111111111/4■1•EM 4 ;A lid11111111111iiiillIMIP 1=1;=° MNIIIIiiMaNN Waal MI= - •, Ei3 MIRA '_IMMIIIIIIII :.i-M.11 olr1111111111111 .e B ..---- . - • 'MIMI= MIIMIIIMII 11111111MIM111111111111111111111 =- _ -- __ w _ - .- - _ r. _ 1 . 'amlw ..- • n (.1 0 N .. --- 0 A- re) .-- 6 N -I fi ip --, - C 1 n cn , 1 5 CN II X '1..1 0_ t D 5 < 0) 0 -.S b 0 - c■I ann. SHEET 1 OF 4 JOB NUMBER 90087 0 0 0. r (;) - ■., 0 La 0 z 0 c.) a_ cn 0 _J z >- m 0 CNI 0 en c c a" a) co 0 0 0 0 11) •* in in C'J I() z 0 0 CURVE 1 RADIUS 1 LENGTH 1 TANGENT 1 CHORD I DELTA C1 410.00' 186.66' 94.98' 185.05' 2605'07' C2 30.00' 47.01' 29.89' 42.35' 89'47'14" C3 20.00' 31.67' 20.25' 28.46' 90'43'00" C4 20.00' 31.17' 19.75' 28.11' 89'17'00" C5 20.00' 17.45' 9.33' 16.90' 49'59'41" C6 20.00' 31.41' 20.00' 28.28' 89'59'32" C7 20.00' 21.69' 12.05' 20.64' 6708'17" C8 20.00' 13.41' 6.97' 13.16' 3624'13" C9 20.00' 29.44' 18.11' 26.85' 8419'52" C10 50.00' 41.30' 21.91' 40.14' 4719'33" C11 50.00' 53.53' 29.65' 51.01' 61'20'08" C12 50.00' 54.15' 30.07' 51.54' 62'03'01" C13 50.00' 55.31' 30.87' 52.54' 63'23'09" C14 50.00' 40.05' 21.17' 38.99' 45'53'33" C15 385.00' 3.97' 1.99' 3.97' 00'35'28" C16 385.00' 17.18' 8.59' 17.18' 0733'26" C17 50.00' 49.81' 27.19' 47.78' 5704'45" C18 50.00' 27.47' 14.09' 27.13' 31'28'56" C19 435.00' 39.14' 19.58' 39.12' 05'09'18" NO. 1 RADIAL BEARING R1 N51'26'09 "E R2 SO4'06'36"W R3 SO739'41 "E R4 S48'33'14 "E R5 S89'52'00" E R6 N76'02'27" E R7 N73'29 "E R8 N11'20'44 "E R9 N70'45'19 "W R10 N70'50'28"E R11 N7659'46"E R12 N8502 "E 0 RADIAL BEARINGS 0 TANGENT TABLE LINE I DIRECTION DISTANCE T1(R) N64'38'21 E 7.50' T2 N88'33'3 W 137.96' A fi DEDICATION T 1 2 1 ( NOO"43'00" E 49.28' 10' WIDE PIPELINE -� EASEMENT PER AUD. DOC. NO. 9004090021 TRACT r SOO'43'00"W 39.68' 7 / N M I 1 � �N89 °17'o0 "W 1 I( -- 0 \ 50.00' N00°43'00" E 271.59' co T 1 1 J0.26' 7 23,966 SF N? o • 4 1 • 4 • C` I - ' ERC;REE nl L V'L \7 LLIv 11 I� 6 in. co 1 4,597 SF � +�\ • v: TRACT 2 2 A V7) eV 1 RAO I `t ♦ (A� ' ,e. 7. V J ) �4 � 4, D ' � JJ b3 5 co � 16,266 SF 3 t om - ' APPROXIMATE LOCATION :- CI t ` Si OF 4" GAS PIPELINE EASEMENT RECORDED UNDER AUD. DOC. NO. 750882B 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, Blocks, and Streets, the land shown hereon, to be known as EVERGREEN POINT SIXTH ADDITION and being a replat of portions of Tracts 210, 211, 224 and 225 of VERA, per final plat thereof recorded in Volume "0" of Plats, page 30, described as follows: Beginning at the southeast corner of EVERGREEN POINT THIRD ADDITION, per final plat thereof recorded in Volume 19 of Plats, page 3; thence along the easterly and northerly boundary of said Addition the following four (4) courses: 1 N.00 °43'00" E. a distance of 271.59 feet; 2. N.89 a distance of 50.00 feet; 3. N.00 °43'00" E. a distance of 175.00 feet; 4. N.89°17'00" W. a distance of 85.00 feet to the northwest corner of Lot 2, Block 12 of said Addition, being a point on the easterly boundary of EVERGREEN POINT FIFITH ADDITION, per final plat thereof recorded in Volume 19 of Plats, page 57; thence along the easterly and northerly boundaries of said Addition the following three (3) courses: 1 N.00'43'00" E. a distance of 189.81 feet; 2. N.10'31'43" W. a distance of 75.35 feet; 3. N.89•03'47"W. a distance of 94.31 feet to the easterly line of the West 220 feet of said Tract 210 of VERA; thence N.00'43'00' E. along said easterly line a distance of 180.00 feet to the southerly margin of Twenty - fourth Avenue, as it now exists 60 feet in width; thence S.89'03'47" E. along said southerly margin a distance of 431.99 feet to the northwest corner of THE SUMMIT AT EVERGREEN POINT, per final plat thereof recorded in Volume 19 of Plats, page 22; thence along the westerly and southerly boundaries of said plat the following two (2) courses: ( 1. S.00'43'28 "W. a distance of 435.00 feet; 2 S.89 °03'47" E. a distance of 130.00 feet; thence S.00 °43'28" W. a distance of 160.91 feet; thence S.19'19 E. a distance of 275.08 feet; thence S.68'18'43 "W. a distance of 102.40 feet; thence S.00°43 W. a distance of 39.68 feet; thence S.89°51'40" W. a distance of 317.54 feet to the easterly boundary of EVERGREEN POINT FIRST ADDITION, per final plat thereof recorded in Volume 18 of Plats, page 75; thence N.00 °43'00" E. along said easterly boundary a distance of 49.28 feet to the point of beginning. Situate in the County of Spokane, State of Washington. And they do hereby dedicate to public use forever the streets and roads shown within this plat. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. 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. WARNING: Until property to the south and east is subdivided, agricultural pursuits exists that may cause odors, dust, sprays and noise. 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. A t 104.02' 14,654 SF • Ut it c0 30 , B.S. C18 8 EVERGREEN ROAD L 1 '4 2 IT \Jl1 V I A r1111T1l1k i r1 LJ LJI 1 IVI 1 -1 2 1 1 • 96.59 13,088 SF z Co � w m .p M ........ x,68.7 2' t' 19 C 1 1 2 10 � D� 0 Ci L= 94.69' 25 0 0 N 0) op z ., .. Z ..I...• 0: ' z ••• -P 0 010,262 SF 1 14 S 1 0 0 IT rn ROY H. NYHOLM 1 ( '1 1 ' 1 L V LR'\I\ Ll'4 , , '. 11 1 IT \7 LLIV 1 V11V 1 1 1 � I � _ TI A (lA 1 1 WI : 1 BOLIVAR COURT L - - - -r - - -� N89'03'47"W " t ' 1 1 � 94.31' 1 O 1 1 \ 4 4 (1 2 1 " N10'31'43 "W c9• . ` � 1 189.81' 75.35' (9. ‘5% A p N00°43'00"E \ O�•0+�. 61.96' 127.85' 75-35' � O � 2 o 175.00' .! IN 30'43'00" E - 25' rn N N O oo O 77.42' M '' 0 0) co z 2� 0, 0 80.91' 125.00' 11 O 0 10,937 SF co N00'43'00" E 125.00' 10 12,467 SF 30' B.S. 105.00' BAN N EN 80.00' 0 a O O O N) v- 80.00' S00"43'28" W 160.91' TRACT A /,T ��1 1 7 1 . 1 HAROLD G, ANDERSON, JR. iFr) O 0 0 r1 1 r,I1 T 1 11 1 r1 t LJV1 � 1 / 1 0 FO 8 (.; c • o 16,299 SF.• • z * A D N00' 43'28" E 104.39' , : 0 0 9 '� c G`? 0 0 0"25'25 - O 13,363 SF : a - N a0 _ 108.13' . f ^ CO M �M I-C.) C'\: 302.56' ROAD to ' 4 - 0 M 00 0 6 NO0'43'28" E 622.51 their hands this __ day of 1) WESLEY B. ANDERSON MARIE E. NYHOLM ALICE M. ANDERSON NO0'43'00" E / / 3 Z rn 0 . 7 R., 14,526 SF :`7� 25'..8.s. , 6 C12 1- fi h am' 14,284 SF 0 N N CD ca L <C CO F- 0 M co 0 NO0'43'28 "E :103.81' • 5 13,408 SF 30' B.S. ; P L V L (\ \71 L L I V POINT I V N200' 180.00' N00°43'00" E 180.00' 1 17,038 SF NO0'56' 14" E 180.00' c3: 2 • a0.s 14,805 SF N00'56' 14" E 135.00' )g 3 b) rn 12,690 SF z N00'56' 14" E 0 4 0 13,207 SF 109.47' z 105.11' 319.95' N _S00° 43'28"1► _ - 435.p0' T - 1 1 - - 2 1 -7-- 1 -T.1 1 1r ^ 1 1( AL I I 1 rll .)l11VltVll 1 I I A I 135.00' CO u) N c2 0 0 a) 0 0 rn O O co a) co 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 systems 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. Private sewer easements over Lots 2, 3, 5, 6 and 7, Block 17, as platted and shown hereon, are hereby granted as non - exclusive sewer easements for the benefit of Lots 1 through 4, inclusive, of Block 17. The owners of the lots benefiting from said sewer easements shall be responsible for the cost of ongoing maintenance of the private sewer services located within the easements described above. The owners of the benefiting lots shall be responsible for repair and restoration of all landscaping, fencing and other improvements which are damaged or altered during maintenance of the private sewer services. Public drainage easements lying adjacent to the public road rights of way, 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 street 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 maintain the drywells, as shown on the approved road plans, located in said public drainage easements. Utility easements are hereby granted to the serving utility companies over a ten foot (10') wide strip adjoining all public road rights of way, as platted and shown hereon. Vera Water and Power is also hereby granted utility easements over portions of Lots 6 and 7, Block 18, as platted and shown hereon, for an existing water main, and over a sixteen foot wide strip centered on the lot line common to Lots 2 and 3, Block 18, as platted and shown hereon. Washington Water Power is also granted a utility easement over the South 5 feet of said Lots 6 and 7, Block 18, as platted and shown hereon. IN WITNESS WHEREOF, the aforesaid owners have hereunto set 19 - ._ W 1 /4 SEC 26 -25 -44 . SPOKANE COUNTY ENGINEER'S 1 CORNERS NOS. 1466 & 2629 FND. BRASS CAP & RP'S PER FINAL PLAT OF EVERGREEN POINT 30' 0) rn f 1 0 0 30' 5' WIDE UTIL. ESMT. GRANTED TO WWP CC. 16' WIDE WATER MAIN EASEMENT GRANTED TO VERA WATER & POWER I fi c1 - co 6 I- - - '. 6 'ti 1 30' 30' 1 1 D I I N I co to c) 1 <C CJ c.� LIJ ( 7 FND. PK NAIL PER THE SUMMIT AT EVERGREEN POINT SET 1/2" REBAR W/ YPC "MOORE 18091" B.S. BUILDING SETBACK /0,4 A to GRAPHIC SCALE 100 0 50 100 200 UTILITY & '208' DRAINAGE EASEMENTS DETAIL ( IN FEET ) 1 inch = 100 ft. LEGEND O FND. MONUMENT (1/2" REBAR W/ YPC STAMPED "MOORE 18091" PER FINAL PLATS OF EVERGREEN POINT FIRST, THIRD AND FIFTH ADDITIONS AND THE SUMMIT AT EVERGREEN POINT PUD, UNLESS OTHERWISE NOTED.) SET 1 '2" REBAR W/ YPC STAMPED "MOORE 18091 (UNLESS OTHERWISE NOTED) AS: • ANGLE POINT IN BOUNDARY 1 LOT CORNER ® CENTERLINE MONUMENT SURVEYOR'S NOTES: 1. THE AREA OF THE SUBDIVISION IS 7.89 ACRES. BASIS OF BEARINGS THE BEARING OF N.89'03'47" E. ON THE CENTERLINE OF 24th AVENUE, AS SHOWN ON THE FINAL PLAT OF THE SUMMIT AT EVERGREEN POINT PUD, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. ACCURACY STATEMENT THIS SURVEY WAS PERFORMED USING A TOPCON GTS 2 SIX - SECOND THEODOLITE AND ELECTRONIC DISTANCE METER. FIELD TRAVERSE METHODS USED WERE IN ACCORDANCE WITH WAC 332 - 130 -90 SECTION "C". CURVE INFORMATION 11 10 10' WIDE 8 UTIL. ESMT BAN NEN ROAD 16' WIDE WATER MAIN EASEMENT GRANTED TO VERA WATER & POWER 9 J INLAND PACIFIC ENGINEERING South 25 Altamont Spokane,Washington (509) 535 -1410 99202 2 '6 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, PLS Certificate Number 18091 SPOKANE COUNTY UTILITIES DEPARTMENT Examined and approved this ____ day of , 19___. Director, Spokane County Utilities SPOKANE COUNTY ENGINEER Examined and approved this ____ day of , 19___. Spokane County Engineer SPOKANE COUNTY PLANNING DEPARTMENT Examined and approved this ____ day of , 19___. Director, Spokane County Planning Department SPOKANE COUNTY HEALTH DISTRICT Examined and approved this ____ day of , 19___. for Spokane County Health Officer SPOKANE COUNTY ASSESSOR Examined and approved this ____ day of , 19___. Spokane County Assessor by Deputy This plat was approved and accepted by the County Commissioners of Spokane County, Washington, on this ____ day of , 19___. Chairman, Spokane County Commissioners I do hereby certify that all taxes which have been levied and become chargeable against the and shown within this map have been fully paid this ____ day of , 19_ 1 SEWER SERVICE EASEMENTS Spokane County Treasurer by Deputy 15' - 1 2-.56' 2 3 4 T 10' WIDE UTIL. ESMT 1 SPOKANE COUNTY COMMISSIONERS SPOKANE COUNTY TREASURER STATE OF WASHINGTON ) ACKNOWLEDGMENT 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. ss GIVEN under my hand and seal this __ day of , 19__. Notary Public in and for the State of Washington, Residing at Spokane FINAL PLAT OF EVERGREEN POINT SIXTH ADDITION BEING A REPLAY OF PORTIONS OF TRACTS 210, 211, 224 AND 225 OF VERA LOCATED IN THE SOUTHWEST 1/4 OF SECTION 26, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON FEBRUARY 1991 CURVE 1 RADIUS I LENGTH 1 TANGENT 1 CHORD 1 SO4'06'36"W DELTA C1 410.00' 186.66' 94.95' 185.05' R6 26'05'07" C2 30.00' 47.01', 29.89' 42.35' N70'45'19 "W 89'47'14" C3 20.00' 31.67' , 20.25' 28.46' 90'43'00" C4 20.00' 31.17' = 19.75' 28.11' 89'17'00" C5 20.00' 17.45' '' 9.33' 16.90' "` 49'59'41" C6 20.00' 31.41' 20.00' 28.28' 89'59'32" C7 20.00' 21.69' 12.05' 20.64' 6708'17" C8 20.00' 13.41' 6.97' 13.16' 38'24'13" C9 20.00' 29.44' 18.11' 26.85' '' 8419'52" C10 50.00' 41.30' 21.91' 40.14' 4719'33" C11 50.00' 53.53', 29.65' 51.01' 61'20'08" C12 50.00' 54.15' 30.07' 51.54', 6703'01" C13 50.00' 55.31' 30.87' 52.54' 63'23'09" C14 50.00' 40:05' 21.17' 38.99' 45'53'33" C15 385.00' 3:97' 1.99' 3.97' 00'35 C16 385.00' 17.18' 8.59' 17.18' 02'33'26" C17 50.00' 49.81' 27.19' 47.78' 57'04'45" C18 50.00' 27.47' 14.09' 27.13' 31'28'56" C19 435.00' 39.14' 19.58' 39.12' 05'09'18" NO. 1 RADIAL BEARING R1 N51'26 "E R2 SO4'06'36"W R3 S0739'41 "E R4 S48'33 E R5 S89'52'00" E R6 N76'02'27" E R7 N73'29'01 "E R8 N11'20'44 "E R9 N70'45'19 "W R10 N70'50'28"E R11 N7559'46"E R12 N85'02 0 RADIAL BEARINGS O TANGENT TABLE LINE 1 DIRECTION' 1 DISTANCE T1(R) N64'38'21 "E 7.50' T2 N88'33'32"W 137.96' - -- A 9r APPROXIMATE LOCATION OF 4" GAS PIPELINE EASEMENT RECORDED UNDER AUD. DOC. NO. 750882B DEDICATION ` T / it /� rrK r)r\InIT EVERGREEN 1 V11V I FIRST FIRST A('11'11TI/lA vt 1 LJU11IVI TRACT 77= «mil i SOU 43'00"W 39.68' 125.00' 109.47' 105.11' 319.95' 1 T - NO0'43'00" E 49.28' _.___L _ __y I 1 (3.- N00'43'00 "E 271.59' 26' 10' WIDE PIPELINE EASEMENT PER AUD. DOC. NO. 9004090021 d- N. r+� •I b TRACT :224 b)1. t4 ca • i0 op O UMII■D 0110•01011 *MT 111111IMMINO T 7 N2 23.966 SF 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. 9 s 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, Blocks, and Streets, the `land shown hereon, to be known as EVERGREEN POINT SIXTH ADDITION and being a replat of portions of Tracts 210, 211, 224 and 225 of VERA, per final plat thereof recorded in Volume "0" of Plats, page 30, described as follows: Beginning at the southeast corner of EVERGREEN POINT THIRD ADDITION, per final plat thereof recorded in Volume 19 of Plats, page 3; thence along the easterly and northerly boundary of said Addition the following four (4) courses: 1 N.00 °43'00" E. a distance of 271.59 feet; 2. N.89•17'00 "W. a distance of 50.00 feet; 3 N.00'43'00" E. a distance of 175.00 feet; 4. N.89 °17'00 "W. a distance of 85.00 feet to the northwest corner of Lot 2, Block 12 of said Addition, being a point on the easterly boundary of EVERGREEN POINT FIFITH ADDITION, per final plat thereof recorded in Volume 19 of Plats, page 57; thence along the easterly and northerly boundaries of said Addition the following three (3) courses: 1 N.00 °43'00" E. a distance of 189.81 feet; 2. N.10 °31'43 "W. a distance of 75.35 feet; 3. N.89'03'47"W. a distance of 94.31 feet to the easterly line of the West 220 feet of said Tract 210 of VERA; thence N.00 °43'00' E. along said easterly line a distance of 180.00 feet to the southerly margin of Twenty - fourth Avenue, as it now exists 60 feet in width; thence S.89'03'47" E. along said southerly margin a distance of 431.99 feet to the northwest corner of THE SUMMIT AT EVERGREEN POINT, per final plat thereof recorded in Volume 19 of Plats, page 22; thence aloe the westerly and southerly boundaries of said plat the following two (2) courses: ( 1. S.00'43'28 "W. a distance of 435.00 feet; 2 S.89 °03'47" E. a distance of 130.00 feet; thence S.00'43'28 "W. a distance of 160.91 feet; thence S.19 E. a distance of 275.08 feet; thence S.68° 18'43 "W. a distance of 102.40 feet; thence S.00'43'00" W. a distance of 39.68 feet; thence S.89•51'40" W. a distance of 317.54 feet to the easterly boundary of EVERGREEN POINT FIRST ADDITION, per final plat thereof recorded in Volume 18 of Plats, page 75; thence N.00•43 E. along said easterly boundary a distance of 49.28 feet to the point of beginning. Situate in the County of Spokane, State of Washington. And they do hereby dedicate to public use forever the streets and roads shown within this plat. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. 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. WARNING: Until property to the south and east is subdivided, agricultural' pursuits exists that may cause odors, dust, sprays and noise. 104.02' 14,654 SF 8 m L 1 u\ 2 7 it N vron EVERGREEN l- /r ) /1 )I� f-A 1 J 1T L V LR\7f\Lt_1 L VII V 1 Tl It rl A r1t1 Il Al 1 r11 Tf� nUUI t IVIV 1 I � ► t I 1 ■ ' 1 1 1 BOLIVAR STREET 2 N89° 17'00" W ( 50.00' 96.59: I Z 13,088 SFI CO v� a2 4t m N cn ° 1 ' 1 C18 C1 0 0 M t) 0 0 N rn co `0 0 N 0) oo z ROAD I 1� 0) N N 4 (11'1 I - -- y' '< o (; rA y 0 0. .. / ) z ( I -J N �0 1 ° 175.00' 1 .,JN DO°43'00" E N 0 co 77.42' s MARIE E. NYHOLM 80.91' T A /'T 1Rnv1 125.00' 10 12,467 SF 30' B.S. 105.00' BANNEN 0 0 80.00' o O o• 80.00' SO0'43'28"W 160.91' 7 1 1 '- 1 1 HAROLD G. ANDERSON, J - 7 r''ER : ;REEnl POINT / nf_rl1 I A r' I lll ti 1 ' ll 1 rl nVVI I Iv iv / \ / 1 7 a:( BOLIVAR COURT L - 1 ' --- - T - - - � N89°03 1 CNI - ( 94.31' -� \ 4 1 N10 "W 1 189.81' 75.35 N00'43'00 "E \ 104.39' : 9 D •. O N O 13108,363 .13 SF O Z ' 302.56' ROAD N00'43'28" E a) ALICE M. ANDERSON N00'43'00" E ROY H. NYHOLM WESLEY B. ANDERSON 625.00' C0 0) M e- 0 IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hands this _ day of , 19___ . _ - c 622.51' O N N • <c 4 N200' 180.00' NOO°43'00" E 180.00' 1 17,038 SF N00'56' 14" E 180.00' 2 14,805 SF 135.00' in a) 13,207 SF \ 2 TI 1r ( 'I Ik A /IT I I ( 1 1 rIL .:v I 1 AT nl n /r )I� I rrl.1 J rltt\T I L.VL \7 !_LIV POINT - T _S0O° 43'28"11V _- T 435.P0' ( I 6 r 2 1 I I 0 0 • 0 0 0) 0 0 a) ai t0 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 systems 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. Private sewer easements over Lots 2, 3, 5, 6 and 7, Block 17, as platted and shown hereon, are hereby granted as non - exclusive sewer easements for the benefit of Lots 1 through 4, inclusive, of Block 17. The owners of the lots benefiting from said sewer easements shall be responsible for the cost of ongoing maintenance of the private sewer services located within the easements described above. The owners of the benefiting lots shall be responsible for repair and restoration of all landscaping, fencing and other improvements which are damaged or altered during maintenance of the private sewer services. Public drainage easements lying adjacent to the public road rights of way, 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 street 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 maintain the drywells, as shown on the approved road plans, located in said public drainage easements. Utility easements are hereby granted to the serving utility companies over a ten foot (10') wide strip adjoining all public road rights of way, as platted and shown hereon. Vera Water and Power is also hereby granted utility easements over portions of Lots 6 and 7, Block 18, as platted and shown hereon, for an existing water main, and over a sixteen foot wide strip centered on the lot line common to Lots 2 and 3, Block 18, as platted and shown hereon. Washington Water Power is also granted a utility easement over the South 5 feet of said Lots 6 and 7, Block 18, as platted and shown hereon. 0 o 30' 30' 0 rn t 30 5' WIDE UTIL. ESMT. GRANTED TO WWP CO. 16' WIDE WATER MAIN EASEMENT GRANTED TO VERA WATER & POWER W 1 /4 SEC 26 -25 -44 a► SPOKANE COUNTY ENGINEER'S 1 CORNERS NOS. 1466 & 2629 FND. BRASS CAP & RP'S PER FINAL PLAT OF EVERGREEN POINT � y 1 i 1• 6 0 z n 6 - 7 0 F- U C - 7 C FND. PK NAIL PER THE SUMMIT AT EVERGREEN POINT SET 1/2" REBAR W/ YPC "MOORE 18091" 100 • T ANGLE POINT IN BOUNDARY LOT CORNER CENTERLINE MONUMENT B.S. BUILDING SETBACK SURVEYOR'S NOTES: BASIS OF BEARINGS CURVE INFORMATION UTILITY & '208' DRAINAGE EASEMENTS DETAIL MI MI MI MI MI LEGEND 0 FND. MONUMENT (1/2" REBAR W/ YPC STAMPED "MOORE 18091" PER FINAL PLATS OF EVERGREEN POINT FIRST, THIRD AND FIFTH ADDITIONS AND THE SUMMIT AT EVERGREEN POINT PUD, UNLESS OTHERWISE NOTED.) SET 1 '2" REBAR W/ YPC STAMPED "MOORE 18091 (UNLESS OTHERWISE NOTED) AS: 1. THE AREA OF THE SUBDIVISION IS 7.89 ACRES. THE BEARING OF N.89'03'47" E. ON THE CENTERLINE OF 24th AVENUE, AS SHOWN ON THE FINAL PLAT OF THE SUMMIT AT EVERGREEN POINT PUD, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. ACCURACY STATEMENT THIS SURVEY WAS PERFORMED USING A TOPCON GTS 2 SIX - SECOND THEODOLITE AND ELECTRONIC DISTANCE METER. FIELD TRAVERSE METHODS USED WERE IN ACCORDANCE WITH WAC 332 - 130 -90 SECTION "C". s c0 N GRAPHIC SCALE 0 50 100 ( IN FEET ) 1 inch = 100 ft. 11 10 10' WIDE 16' WIDE WATER MAIN EASEMENT GRANTED TO VERA WATER & POWER UTIL. ESMT BANNEN ROAD 200 INLAND PACIFIC ENGINEERING South 25 Altamont Spokane,Washington (509) 535 -1410 99202 5 2 No.6 SEWER SERVICE EASEMENTS 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, PLS Certificate Number 18091 SPOKANE COUNTY UTILITIES DEPARTMENT Examined and approved this ____ day of , 19___. Director, Spokane County Utilities SPOKANE COUNTY ENGINEER Examined and approved this ____ day of , 19___. Spokane County Engineer SPOKANE COUNTY PLANNING DEPARTMENT Examined and approved this ____ day of , 19___ . Director, Spokane County Planning Department SPOKANE COUNTY HEALTH DISTRICT Examined and approved this ____ day of , 19___. for Spokane County Health Officer SPOKANE COUNTY ASSESSOR Examined and approved this ____ day of , 19___ Spokane County Assessor by Deputy SPOKANE COUNTY COMMISSIONERS This plat was approved and accepted by the County Commissioners of Spokane County, Washington, on this ____ day of , 19___. Chairman, Spokane okane Count Commissioners p y I do hereby certify that all taxes which have been levied and become chargeable against the land shown within this map have been fully paid this ____ day of , 19 Spokane County Treasurer by Deputy 3 2_56' 4 10' WIDE 1- UTIL ESMT SPOKANE COUNTY TREASURER 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 RECE vii FEB 1 3 1991 County Engineering FINAL PLAT OF EVERGREEN POINT SIXTH ADDITION BEING A REPEAT OF PORTIONS OF TRACTS 210, 211, 224 AND 225 OF VERA LOCATED IN THE SOUTHWEST 1/4 OF SECTION 26, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON FEBRUARY 1991 CURVE 1 RADIUS 1 LENGTH 1 TANGENT 1 CHORD 1 DELTA C1 410.00' 186.66' 94.98' 185.05' 26'05'07" C2 30.00' 47.01' 29.89' 42.35' 89'47'14" C3 20.00' 31.67' 20.25' 28.46' 90'43'00" C4 20.00' 31.17' 19.75' 28.11' 89'17'00" C5 20.00' 17.45' 9.33' 16.90' 49'59'41" C6 20.00' 31.41' 20.00' 28.28' 89'59'32" C7 20.00' 21.69' 12.05' 20.64' 6708'17" C8 20.00' 13.41' 6.97' 13.16' 3624'13" C9 20.00' 29.44' 18.1 1 ' 26.85' 84'19'52" C10 50.00' 41.30' 21.91' 40.14' 4719'33" C11 50.00' 53.53' 29.65' 51.01' 61'20'08" C12 50.00' 54.15' 30.07' 51.54' 62'03'01" C13 50.00' 55.31' 30.87' 52.54' 63'23'09" C14 50.00' 40.05' 21.17' 38.99' 4653'33" C15 385.00' 3.97' 1.99' 3.97' 00'35'28" C16 385.00' 17.18' 8.59' 17.18' 0733'26" C17 50.00' 49.81' 27.19' 47.78' 5704'45" C18 50.00' 27.47' 14.09' 27.13' 31'28'56" C19 435.00' 39.14' 19.58' 39.12' 0609'18" LINE DIRECTION 1 DISTANCE T1(R) N64'38'21 "E 7.50' T2 N88'33'32 "W 137.96' T3 N76 -�2>3 J' T4 N76'51'44" E R7 N73 E T5 N 12'36'40 "W R9 T6 N12 40" W .g-" T8 N80 "E 26.64' T9 N75'59'45 "E T10 N86 "E 19.81' T11 N75'59'45" E 8'_ .- T12 N14'00'15 "W =64�. T13 N14 "W 1 -4.36' NO. 1 RADIAL BEARING R1 N51 "E R2 SO4'06'36"W R3 S02'39'41 "E R4 S48'33'14 "E R5 S89 E R6 N76'02'27" E R7 N73 E R8 N11'20'44 "E R9 N70'45'19 "W R10 N70 R11 N75'59'46"E R12 N85'02'52 "E FEB ?:L 199 ton idiot% 0 RADIAL BEARINGS 0 TANGENT TABLE 1 . 2 . 3. 4. -�� T T / 1 11 t rr� l nI n IT E V i EI7\7REE1 V 1 � \JI1 V I APPROXIMATE LOCATION OF 4" GAS PIPELINE EASEMENT RECORDED UNDER AUD. DOC. NO. 750882B DEDICATION rI ) ^T A r i TInAI \ 1 II \,..) r 1 EVERGREEN ,INT T N00°43'00" E 49.28' ® ® �L_ ._e..l_ 2. 10' WIDE PIPELINE EASEMENT PER AUD. DOC. NO. 9004090021 TRACT A / . T . 1 n..l TRACT n (�T o o A I ACT 22 t SOO"43'00" W 39.68' - - - - -L L - -- t - - -- ,) BOLIVAR STREET u j I _ . rI 0 co oo O LC) 1 1 1 1 1 1 1 N2 o °4 • O s N.00 °43'00" E. a distance of 271.59 feet; N.89•17'00" W. a distance of 50.00 feet; N.00 °43'00" E. a distance of 175.00 feet; N.89 °17'00 "W. a distance of 85.00 feet to the northwest corner of Situate in the County of Spokane, State of Washington. And they do hereby dedicate to public use forever the streets and roads shown within this plat. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. 7 23,966 SF '(R) cfl 6 N In co 14,597 SF • , . f ' M� � W co tx • 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, Blocks, and Streets, the land shown hereon, to be known as EVERGREEN POINT SIXTH ADDITION and being a replat of portions of Tracts 210, 211, 224 and 225 of VERA, per final plat thereof recorded in Volume "0" of Plats, page 30, described as follows: Beginning at the southeast corner of EVERGREEN POINT THIRD ADDITION, per final plat thereof recorded in Volume 19 of Plats, page 3; thence along the easterly and northerly boundary of said Addition the following four (4) courses: Lot 2, Block 12 of said Addition, being a point on the easterly boundary of EVERGREEN POINT FIFITH ADDITION, per final plat thereof recorded in Volume 19 of Plats, page 57; thence along the easterly and northerly boundaries of said Addition the following three (3) courses: 1. N.00'43'00" E. a distance of 189.81 feet; 2. N.10'31'43 "W. a distance of 75.35 feet; 3. N.89•03'47"W. a distance of 94.31 feet to the easterly line of the West 220 feet of said Tract 210 of VERA; thence N.00'43'00' E. along said easterly line a distance of 180.00 feet to the southerly margin of Twenty - fourth Avenue, as it now exists 60 feet in width; thence S.89•03'47" E. along said southerly margin a distance of 431.99 feet to the northwest corner of THE SUMMIT AT EVERGREEN POINT, per final plat thereof recorded in Volume 19 of Plats, page 22; thence along the westerly and southerly boundaries of said plat the following two (2) courses: ( (1.) S.00•43'28 "W. a distance of 435.00 feet; 2 S.89 °03'47" E. a distance of 130.00 feet; thence S.00 °43'28" W. a distance of 160.91 feet; thence S.19 E. a distance of 275.08 feet; thence S.6618'43 "W. a distance of 102.40 feet; thence S.00'43'00" W. a distance of 39.68 feet; thence S.89•51'40'' W. a distance of 317.54 feet to the easterly boundary of EVERGREEN POINT FIRST ADDITION, per final plat thereof recorded in Volume 18 of Plats, page 75; thence N.00'43'00" E. along said easterly boundary a distance of 49.28 feet to the point of beginning. WARNING: Until property to the south and east is subdivided, agricultural pursuits exist that may cause odors, dust, sprays and noise. 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. TI I1 r A t1 r rrInrl 1 1l1Ru I L UI1IVi V 104.02' 14,654 SF 5 EVERGREEN ROAD 'VERA 2 N89 W (i v " 50.00' \� 1 1L.26' N00'43'00" E 271.59' 1 0.26' ti ( ;0 \ I O O - '00.°6 \ o ° ° 175.00' .! E 125.00' 25' 25' - v ; m 11 96.59' 1 M 1 0.937 SF co 13,088 'SFI .. NO0'43'00" E Co 1* al N I P m N CJ1 'NS I•- _68 .72' 0 0 b / _ 4: 1 ( ., 1 EVERGREEN ' � tt I n lnt 1 % r r -- r n nlTn 1 II 1 fl r 1 R../14 n 1 I 1 Z 1 _ / Q 1�-- - - I- -- J', <\ c: - T - -- N89 N( I (� ___ '< 94.31' 1 - , \ 4 0 0 0 N rn (.1 N O co csi BANNEN S00°43'28" W 160.91' -r A (�T 1 7 IRr l 2•1 1 1 2 Dnln IT 1 ■.J I I V 1 NO0'43'00" E 625.00' 3 BOLIVAR COURT - - - -1 125.00' 10 12,467 SF 30' B.S. 61.96' • 302.56' ROAD N10 "W 75.35' 189.81' \ NO0 E • 0r) 8 Q t\ 0 N b) cD 16,299 SF.• 00 z 127.85' 75.35' 2 14,526 SF ;) 7 , v 5 ' B.S �'"� C12 4 • NO0'43'28 E 0 104.39' bb 0 9 cs 6') 0 d N O 13.363 SF : 105.00' z 108.13' J Ga NO0'43'28" E 1 1 MARIE E. NYHOLM ALICE M. ANDERSON 6 0 N N CD CJ r7 <C 4 4 ,C 3 0 . 14.284 SF • O . u- , r<) 00 N60'43'26" E :103.81' 5 3 13,408 SF co - 30' B.S. O 109.47' z 622.51' r\ it )r �nIhIT EVE \71 \E1_1' POINT IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hands this ___ day of , N200' 180.00' N00'43'00" E 180.00' 1 17,038 SF N00'56' 14" E te 180.00' 0 2 -3 tp 14,805 SF N00 . : 135.00' .0 1, ° 3 z N00'56' 14" E 12,690 SF 135.00' 4 0) 13,207 SF 105.11' 319.95' - -- -SO0' 43'28"111/ - - T435.p0' -- - ' o ° 1 F 1 0 0 0 1 1 4 .. W I 1 -- -1 \ -L- - -- - __L - ---1, 2 k -- ( / \ T / 1 1 1 1 TI is ^I I► /► /IT 1 flE .:vlVlIVlI 1 1 1 AT /,1 N 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 systems 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. 0 O 0 0 rn 0 0 rn c0 c 1 0) 0) M 30' Private sewer easements over Lots 2, 3, 5, 6 and 7, Block 17, as platted and shown hereon, are hereby granted as non - exclusive sewer easements for the benefit of Lots 1 through 4, inclusive, of Block 17. The owners of the lots benefiting from said sewer easements shall be responsible for the cost of ongoing maintenance of the private sewer services located within the easements described above. The owners of the benefiting lots shall be responsible for repair and restoration of all landscaping, fencing and other improvements which are damaged or -red di tri.taJ- .maa.i.rvtea.+~tuce of the private sewer services. +e•iineg'&-ea•seme,ntslying adjacent to the public road right`s °e #, as platted and shown here_ on`,' for the purpose of installing, operating, ah - maintaining drainage swales and drainage facilities to dispose of stormwater runoff from the street 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, granted the right of ingress and egress to all public drainage eas'e1nents. The County of Spokane will maintain the drywells, as shown the approved - road. pla ns, located in said public rn drainage easements: Utility easements are hereby granted to the serving utility companies over a ten foot (10') wide strip adjoining all public road rights of way, as platted and shown hereon. Vera Water and Power is also hereby granted utility easements over portions of Lots 6 and 7, Block 18, as platted and shown hereon, for an existing water main, and over a sixteen foot wide strip centered on the lot line common to Lots 2 and 3, Block 18, as platted and shown hereon. Washington Water Power is also granted a utility easement over the South 5 feet of said Lots 6 and 7, Block 18, as platted and shown hereon. Side yard - and rear yard setbacks shall be determined at the time building permits are requested unless these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be varies from if proper zoning approvals are approved. 30' 30' ROY H. NYHOLM - WESLEY B. ANDERSON HAROLD G. ANDERSON, JR. W 1/4 SEC 26 -25 -44 SPOK COUNTY ENGINEER'S CORNERS NOS. 1466 & 2629 FND. BRASS CAP at RP'S PER FINAL PLAT OF EVERGREEN POINT R.P.'S: 4 " X " ON N. BOLT FIRE HYDRANT r S 44'W., 45.95' TACK W/ TAG #18091 IN P. POLE N.63'W., 64.78' - - "X" ON TOP OF CURB 20.5' NNC N.30'W., 47.17' 0 0 - 0 0 16' WIDE WATER MAIN EASEMENT GRANTED TO VERA WATER & POWER 30' I 5' WIDE UTIL. ESMT. GRANTED TO WWP CO. - �7 8 -7 0 F- -7 J <CC LIJ - 138.50'- N00'43'28" E 6 FND. PK NAIL PER THE SUMMIT AT EVERGREEN POINT SET 1/2" REBAR W/ YPC "MOORE 18091" UTILITY 8c '208' DRAINAGE EASEMENTS DETAIL, r WIDE UTI ESMT. ' 11 10' WIDE UTIL. ESMT: 5 8 9 DRNG. ESMT. - I I 10' WIDE UTIL. ESMT. = 31.57' 100 MI III MN NI MI LEGEND 0 FND. MONUMENT (1/2" REBAR W/ YPC STAMPED "MOORE 18091" PER FINAL PLATS OF EVERGREEN POINT FIRST, THIRD AND FIFTH ADDITIONS AND THE SUMMIT AT EVERGREEN POINT PUD, UNLESS OTHERWISE NOTED.) SET 1 (2" REBAR W/ YPC STAMPED "MOORE 18091 (UNLESS OTHERWISE NOTED) AS: ANGLE POINT IN BOUNDARY T LOT CORNER ® CENTERLINE MONUMENT B.S. BUILDING SETBACK SURVEYOR'S NOTES: 1. THE AREA OF THE SUBDIVISION IS 7.89 ACRES. BASIS OF BEARINGS THE BEARING OF N.89'03'47"W. ON THE CENTERLINE OF 24th AVENUE, AS SHOWN ON THE FINAL PLAT OF THE SUMMIT AT EVERGREEN POINT PUD, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. ACCURACY STATEMENT THIS SURVEY WAS PERFORMED USING A TOPCON GTS 2 SIX - SECOND THEODOLITE AND ELECTRONIC DISTANCE METER. FIELD TRAVERSE METHODS USED WERE IN ACCORDANCE WITH WAC 332 - 130 -90 SECTION "C". CURVE INFORMATION N 21f.5 8' w z w t N GRAPHIC SCALE 0 50 100 ( IN FEET ) 1 inch = 100 ft. 'QRNG. ESMT. 10 , WIDE 1 DRNG. ESMT. 16' WIDE WATER MAIN EASEMENT GRANTED TO VERA WATER & POWER ■ m 8 DRNG. ESMT. 9 UTIL. ESMT 1.5 fx 0 / l o� U cV 6 ' BANNEN ROAD W N•, - 200 7 N INLAND PACIFIC ENGINEERING South 25 Altamont Spokane,Washington (509) 535 -1410 99202 70.6 This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. SEWER SERVICE EASEMENTS Patrick J. Moore, PLS Certificate Number 18091 5 DRNG. 4 5 ' ESMT. N X43.36' SURVEYOR'S CERTIFICATE SPOKANE COUNTY UTILITIES DEPARTMENT Examined and approved this day of , 19___. Director, Spokane County Utilities SPOKANE COUNTY ENGINEER Examined and approved this ____ day of , Spokane County Engineer Examined and approved this SPOKANE COUNTY PLANNING DEPARTMENT Director, Spokane County Planning Department SPOKANE COUNTY HEALTH DISTRICT Examined and approved this ____ day of , 19___. for Spokane County Health Officer SPOKANE COUNTY ASSESSOR Examined and approved this ____ day of , 19___ . Spokane County Assessor by Deputy SPOKANE 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 Spokane County Treasurer by Deputy 1 10' WIDE 1 UTIL. ESMT. � r 2' ' 2 DRNG. ESMT - 5' 3 2 56 24' Fr 24' day of , 19___ . SPOKANE COUNTY TREASURER I do hereby certify that all taxes which have been levied and become chargeable against the land shown within this map have been fully paid this day of , 19 STATE OF WASHINGTON ) ss County of Spokane ) FINAL PLAT OF ACKNOWLEDGMENT 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 EVERGREEN POINT SIXTH ADDITION BEING A REPLAT OF PORTIONS OF TRACTS 210, 211, 224 AND 225 OF VERA LOCATED IN THE SOUTHWEST 1/4 OF SECTION 26, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON MARCH 1991 MINIMUM TOP OF DIKE ELEVATION .2' MIN. TOP OF CURB ELEVATION MINIMUM TOP OF DIKE ELEVATION — a 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 THIS SECTION OF SIDEWALK ---� AND /OR CURB TO BE INSTALLED AFTER INSTALLATION OF INLET STRUCTURE BROOMED FINISH SET PRECAST CONCRETE TOPS ON MORTAR BED, THICKNESS AS REQUIRED, TO MATCH ADJACENT SIDEWALK 1 "?MAX. SHAPE GRASS TURF LOCALLY AROUND OUTLET OF STRUCTURE 1" DRAINAGE EASEMENT AS SPECIFIED ON PLAN TYPICAL '208' POND WITHOUT DRAINAGE STUCTURE SECTIONAL VIEW DRAINAGE EASEMENT AS SPECIFIED ON PLAN TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW SIDEWALK WHERE APPLICABLE EXPANSION JOINT 3' 9" PLAN VIEW EDGE OF SIDEWALK TOP OF CURB ELEVATION 1/4" PER FOOT SLOPE 7' 6" 7' 11" SIDE ELEVATION GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE 3' 9" STREET RIGHT OF WAY LINE CURB STREET RIGHT OF WAY LINE /7- 2' MINIMUM TYPICAL BOTH SIDES OF INLET STRUCTURE 2' 0" PAVEMENT SPECIAL CURB & SIDEWALK INLET E CURB DROP NORMAL GUTTER LINE I/ ELEVATION ASPHALT PAVEMENT .2' MIN 3 MAX. Q 1 DRAINAGE STRUCTURE —� GRATE ELEVATION ' 3 GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE NORMAL GUTTER LINE DROPPED GU 'ER LINE CURB DROP 6 X 6 -10/10 MESH IN BASE NORMAL GUI IER LINE ELEVATION ELEVATION ASPHALT PAVEMENT CONCRETE CURB R/ 50' RIGHT OF WAY 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. TYPICAL CROSS- SECTION BANNEN ROAD 26TH AVENUE 25TH COURT DEVELOPER'S APPROVAL CONCRETE CURB ASPHALT PAVEMENT 2' TYPICAL 2' -0" END ELEVATION SECTION A -A 4' LONG DROP (UNLESS OTHERWISE SPECIFIED) A / \X \ \ / / \ / \\ / /� \/� A / /�/ TYPICAL CURB DROP #4 BARS ® 8" 0.C. IN TOP NORMAL GU I !ER ELEVATION DROPPED GUTTER LINE 1 2' TYPICAL R/W 1 NORMAL GUTTER LINE 1/2 s rfi DATE DROPPED GU F I ER LINE R/W SPOKANE C STANDARD TYPE "B" DR WELL WITH TYPE 3 METAL FRAME & GRATE STA 19 +00 RT 35' GRATE EL. = 2051.76 ii iii ii ii i i ►i ►ii ii iiii. r iii ► iii. ri ii i iii, i i i i i AV' CURB DROP STA 18 +90 SIDEWALK & CURB INLETS STA 4 +25 ,4 +30 & 4 +35 - I i 0 I N 11' 14' 14' 11' POND D1 BOTTOM EL. = 2072.90 EXISTING ASPHALT 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. CURB DROPS STA 20+87 & STA 20 +97 0 N i N L_25.00' 30' :0 1 21' 10.10' ° 15 ' ( Ii i I I TYPICAL CROSS- SECTION 24TH AVENUE 26.98' POND Al BOTTOM EL. = 2052.55 POND B1 BOTTOM EL. = 2055.31 C/L 4.45' POND B3 BOTTOM EL. = 2051.26 CURB DROP STA 5 +11 POND C2 BOTTOM EL. = 2055.84 CURB DOPS AT CURB RETURNS POND D2 BOTTOM EL. = 2069.57 CURB DROPS STA 25 +55 & STA 25 +65 18.5' 30' +/- CURB DROPS STA 20 +07 & STA 20 +17 2' SLOPE VARIES 21.50' 25.50' 5.5' 2% POND A2 BOTTOM EL. = 2051.26 20' I ID 0 , 0 POND B2 BOTTOM EL. = 2053.46 o0 23.50' c° POND C1 BOTTOM EL. = 2061.89 POND C3 BOTTOM EL. = 2053.49 POND D3 BOTTOM EL. = 2062.67 R/ W TYPE "B" CONCRETE CURB AND GUIIER SPOKAN, CO. STANDARD TYPE "B' DRYWELL WITH TYPE 3 M TAL FRAME & GRATE STA 19 +01 LT 35' GRATE EL. 2051.76 CURB DROP STA 18 +90. CURB DROPS AT CURB RETURNS SPOKAN TYPE "B' TYPE 3 STA 20+ GRATE EL. CURB DROP AT MCR SPOKAN TYPE "B TYPE 3 STA 23+ GRATE EI CURB DROP AT MCR CO. STANDARD DRYWELL WITH TAL FRAME & GRATE LT 35' = 2053.99 CO. STANDARD DRYWELL WITH ETAL FRAME & GRATE i0 LT 35' . = 2063.17 a 0 0 N 0 0) d 3 v a. = a 0 3 a 0 0 z 0 cL Ld W (/) Lv W J .0 z 0 5 w CC SHEET 4 OF 4 JOB NUMBER J 90087 $ COUNTY DATUM COUNTY BM NO. 115 SE CORNER OF TOP CONCRETE STEP AT 13815 E. 32ND AVE. NW CORNER EVERGREEN AND 32ND AVE. ELEV. = 2013.674 1 ti 2 RELOCATE EXISTING SPEED LIMIT SIGN PLAT BOUNDARY 17\ ir- ^)r• �) rrnl r T L_VL L 1 N 1 \JIIV 1 r r l 1 A r\ r1 I -r 1 11 n i i 11 1 n nLiLJ1 1 1v1 v 4 `t / 1 — A ")I \/ r1AIA /nI A r1r T 1I1r'1n1 L / - I � \L_ 1 LJr\ V V 1 '1 /1LJ LJ1 1 1v 1 V / / r / / / / - 7 / 7 EXISTING EDGE OF PAVEMENT 3 4 J N89'03'46"W 5 EVERGREEN POINT SIXTH ADDITION 6 u 24th AVENUE 0 w z z z Q m w b 0 z * SEE DETAIL SHEET FOR '208' POND DETAILS SEC. 26, T.25 N., R.44 E., W.M. rAE)I \/ r\A1A/N1 Ar\ r\1'riri nl L!'�r \ L_ 1 Li/ YV 1'1 r"tLJLi1 1 1'J1 V 7 L 4 8 - 7 / TI Jr ^I 1► AA AIT 1 fl L- ..`. V IVI IVI I 1 A r I r ir E) /'' - n 1 L_ V L E\ \ 7 1 L L. l V LIJ - 7 - J L r_ - DI \/ r1 AIA /KI Li \L_1 Vr1YV1V 9 8 1 1 A r\ r‘ 1 11 1 Ir \) r LJUI 1 10 1- 1 7 CURB RETURN INFORMATION CURVE RADIUS 1 LENGTH 1 TANGENT 1 CHORD 1 DELTA R10 20.00' 31.34' 19.93' 28.23' 89'47'14" R11 20.00' 31.49' 20.07' 28.34' 90'12'46" DEVELOPERS APPROVAL D TE NOTE: ALL UTILITIES AND SIGNS SHALL BE RELOCATED PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 456 -8000 < 0 0 = � < (U/) 0 o) 0 N N tit z 0 N 0 En N z 0 0 cn N C 0) t 0) 0 11) C 0 O 0 (/) 0 0 Ql0 C' U ) z 0 z 0 0 Z W z W Id 0 < 11 t N JOB NUMBER SHEET 3 OF 4 90087 J CURVE 1 RADIUS 1 LENGTH 1 TANGENT 1 CHORD 1 DELTA R10 20.00' 31.41' 20.00' 28.28' 89'59'32" R11 20.00' 29.72' 18.37' 27.06' 8508'29" R20 20.00' 18.93' 10.24' 18.23' 54'13'27" R21 20.00' 31.17' 19.75' 28.11' 89'17'00" R22 20.00' 31.67' 20.25' 28.46' 90'43'00" POND C2 87.50' I L J N89'17'00`W 80.42' POND C3 M _ _ �Jr�1�� ' MI i� : = � - 0.0155 MIMI MO W[i• •, MIN 1014.1NIIEMIIIII �. C�rJ• ITK� a = gr am MN INAMP41:111111= ■315. _. MEN _ ••�-- Mj Ju{i1• . . MEM IiL't� :J[l1G� 1 111'] _ TaTtlis raein WA•l 411111111111111 1111111•M111C'1111 :1012 M1iy I9:41►Vli1012111 :J ,1,1 ±ii 1 • 1 ►\ 1111111 =mum. .... .- .0m....9,...-- l?7L!!9�ieJ• 1 IN • �ri1F Ill�'l _I. . • WS _ tAN=7U MiillpinillirlINIIIIIIIIIIIIMINIIIIMMINIIIMIIIIIIIN au MIC __ — _ — INNI.iu1 :J mo EN _ ;. -a i 1 :J mIt miginimo niliiiMiii mi n ill e J uno MOM - - - h►.tP7N1 ►1 «e�GNjl � •11;174111 R MEM Nli■IIIIIIIMPIONINNIIIMI 6!il.!!g1►:1•rAMINII MEM MI _ Mnl11 1 • MINIWICZNIIIIII = - 7 bill I M�M� I ts �� M o ■1 01111111=1 6 � LIJ LIJ c it \, tY LIJ LIJ Li: LI_ / 1 I L PLAT BOUNDARY r) 4 +34 -if r� •E)rrtNI [)nlni"r L V LI \ \7hl_LI 4 i \J11 V I 0 8 9 EVERGREEN POINT SIXTH ADDITION I L) COUNTY BM NO. 115 SE CORNER OF TOP CONCRETE STEP AT 13815 E. 32ND AVE. NW CORNER EVERGREEN AND 32ND AVE. ELEV. = 2013.674 120.14' INSTALL STREET SIGN PER SPOKANE CO. STANDARDS AND M.U.T.C.D. 9 LL POND Al 7 6 6 r_n /r^) / •D cm I c)nlhIT L V L_1 \\7I l_LI V 1 ‘../114 1 4 TI If ^1 It At AIT 1 11E1 .:'.J IVI IVI I I A T / 5 PLAT BOUNDARY * SEE DETAIL SHEET FOR '208' POND DETAILS CURVE INFORMATION CURVE 1 RADIUS 1 LENGTH 1 TANGENT 1 CHORD 1 DELTA 94.98' 185.05' 26'05'07" C1 410.00' 186.66' CURB RETURN INFORMATION DEVELOPER'S APPROVAL SEC. 26, T.25 N., R.44 E., W.M. DATE PLAT BOUNDARY r / / Y / \. r-' /r- (N f J r - r - K 1 1_ V c -LI V / / / / / / / :::)n II\IT 1 \J 11 I r- r- 1 1 A rl r\ 17 C\ 1 ill I n /-VV I I\Jl' 24th AVENUE 7 EVERGREEN POINT SIXTH ADDITION N89'03'46'W to 8 6 11 F 5 +10 4'20 G 25th COURT B z o 5 POND D3 38.78' 39.90' POND C1 INSTALL STREET SIGN PER SPOKANE CO. STANDARDS AND M.U.T.C.D. 10 �tiry 6 N88'33'32' W 6 +47.96 w cl 1 b O z CALL BEFORE YOU DIG 456 -8000 r ) L ti F - 7 1 - - 7 � CJ l -7 LIJ LIJ :f\ lL LIJ LIJ r ( O N N o_ i z Y p d Q O 0 U Q e t z 0 m 0 z-, J re 0 0 0 x (1) z 0 0 Lv LU z >0 0 < 0 co w N 1 +0) O 0 to SHEET 2 of 4 JOB NUMBER 90087