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PE-1469E-84
Bldg. Permit Fee No. Project Name /Uer-4 /€,$G/ 7'v /M7 Address Be'elAPCza c2 Sponsor Name /6// / p h i .` fZ Engineer /Surveyc.r's / chitect's 9 P07/ Na e i / �� Telephone #�i Planning Contact Person Date Submitted Description r 6-�j7.go • 2 7 (V i (get 8.9A. p., . 1 E -P rG 4" o; /+ ' E `i u CA-Lecj Z � 6 ..0-tiZel - 2 Fil No. 1 n Parcel No. eg 7 - Phone # '? ;9.2 ^q7& 2— d es 535 - 11 ' g e w z Initials —10— 0 gee, -12 dv At Jai /lee o f Lor5 6 PLA r Cif&GM. Fee II, l v'22 I t- :•______r 0 C A /m lrrise "Ape° m �' Lea cAJ 0 ® A_ 4475 Der SeAfr /146s 0 K- Pi 4r Lae »ag4'r try.. © lam c Of'nc.4 4_ Sd ,v #mate 8...r I le---, SuR VEren (fl r,'Kj}Tr r) K foa.o A/nsr es PJ K enif o La, onyx I n d< .40.774c ter• Fir a Ler t 4 isist s er o K t /co 4 /r4'r/e .' esj sac 0 .- / Foor Srd/Pr A1/41.- o k . 3 flP4 A ..: 42o,,.,woes 770the r N A. _ K L or ,4ec,4S ,9 Rota te- he al eIC All C.LO3v 2E 0 /L /7FSce Pr, o•4 Eiti ev,- 9 / Fae-,t Sr2i 13 1!4 Ai eo ■o/fcRP N N , Rio CefP SrArFen �A N /A D K e L=^( pent?, n -.0-/-1 Ta J ",rr' : Debic R/ 4../ Dap ic.4T /n64 i 0 k Die A1a, /41GFi LAtuAtIA6 n It/ o. k, siTA11 ze �-en -i -6'.p& It:l 'A l f, .n G ��- eaS LMfl 6't F//frel F1-0.0 o /la)%oQ.Ln 'GE Ai (`e / Pe[w,at - p RnAn Doc. Aes 44 A Pe lu earte' EC P k(A" iv/es /U/ iS urR 1 o /C— 1 aa, D CZ Cie iprio 1 Owncetes/+lps off-h d RoArt) Pe_.4. is fry g ID o 4- CIO N D N 6P I 6' L R 6AD MILes (Mew) O• o 2 arn At a A Z • i /4cve, 4 c. KA 0 wLED 6 e ME.vrS O K S teAJED By eENbweek, 9- i,- -2, O 4 kizy 4 m S M' o 3 7 0 g 2 ) c o c a c � � D om , _ - e t e 4 f S w K G .. -1),,t4cL.s6., -*j 0 g- DIVISION OF ENGINEERING AND ROADS Washington Trust Bank University Branch P.O. Box 2127 Spokane, WA. 99210 -2127 Dear Sir or Madam: cc: robert d. waldo RE: Evergreen Point P1469E W.R.S. & Associates, Inc. Very truly yours, A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director June 16, 1997 Please be advised that Savings Assignment No.30- 0030 -621 -7 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat, dated September 7, 1990, in the current amount of $4,550.00 may now be released. If you have any questions, feel free to call our office Bill Johns, P.E. Spokane County Engineer • David A. Berto Plat Compliance Surveyor 1026 W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX: (509) 324 -3478 TDD: (509) 324 -3166 ROBERT D. WALDO PETER S. SCHWEDA Spokane County Engineer North 811 Jefferson Spokane, WA 99260 -0180 RE: Evergreen Point 5th Addition PE 1469 E Gentlemen: RDW /sla cc: Spokane County Utilities Bill Smith • WALDO AND SCHWEDA, P.S. • Attorneys at Law NORTH 2206 PINES ROAD SPOKANE, WASHINGTON 99206-4756 June 11, 1997 I am still holding savings Account No. 30- 0030 -621 -7 which is security for the plat improvements in the subject subdivision. The last communication 1 had from your office was a copy of a letter to Washington Trust Bank dated December 9, 1991, reducing the security to $4,550.00. My last communication with Spokane County Utilities was January 16, 1996, releasing the sewer portion in its entirety. Please issue your letter addressed to Washington Trust Bank reducing the security on the savings account in its entirety, sending me a copy of your letter. Very truly yours, ROBERT D. WALDO TELEPHONE (509) 924-3686 FAX 1509) 922 -2196 OFHCE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer Washington Trust Bank University Branca P.O. Box 2127 Spekane,Wa. 99210 -212 Dear Sir or Madam: RE: Evergreen Point Stn Addition P1469E W. R. S. & Associates, Inc. A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Please be advised that Savings Assignment No. 30- 0030 -5_1 -7 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat, dated September 7, 1990 in the current amount of $4,550.00 may now be released. If you have any questions, feel free to call our office Very truly yours, Ronald C. Hermann, P.E. Spokane County Engineer October 7. 1994 David A.,Berto Plat Compliance Surveyor 1026W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX: (509) 324 -3478 TDD: (509) 324 -3166 Inter- office Communi ation To 6 ' ! '0 From Subject Form 327 —C.R. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date �� / LC C --C a " -C -�. � -- CM G , 192 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: TOM MAKE FROM: DAVE BERTO 913. DATE: April 17, 1992 SUBJECT: BOND ITEMS P1469EEVERGREEN POINT 5TH 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 64,500.00 to reflect work already completed c: \wpdoc \dave \memo \items CONTRACT NO. EAa- l$3 PERMIT NO. PROJECT ENGINEER I. YAKE_ ACP CLASS Q DATE 9 -Ig - 9I SECTION / CONTRACTOR / !-/6 I J= St�IANO Plr>N 5 vctc, cEtJ c 4 ) ' , +�/ /> A = ORIGINAL SAMPLE WEIGHT (CLB - APPROX 1000 GMS) = 514. a (CLE - APPROX 1500 GMS) D = WEIGHT OF PYCNOMETER WITH WATER AND GLASS PLATE = (,a. E = WEIGHT OF PYCNOMETER WITH SAMPLE WATER & GLASS PLATE = I$66. a F = RICE DENSITY (LBS. /CU. FT.) = 5`14 - 0,1-n A .23a.9 A +D -E X62.2= 15`{'•a (n' ° F (va .3 AVERAGE RICE DENSITY DETERMINATION THE AVERAGE OF THE FIVE MOST RECENT RICE DENSITIES SHOULD BE USED FOR COMPACTION CONTROL. IF LESS THAN FIVE RICE DENSITIES ARE AVAILABLE, THE AVERAGES WILL BE BASED ON THE NUMBER OF RICE DENSITIES AVAILABLE, INCLUDING MIX DESIGN DATA. DATE RICE DENSITY ( (2) (3) (4) (5) ( ENTER AVERAGE RICE DENSITY IN THE NOTES PORTION OF THE "DAILY REPORT OF THE ASPHALT PLANT OPERATIONS" RVP -1 RICE VACUUM PYCNOMETER TEST (WSDOT TEST METHOD NO. 705, FLASK DETERMINATION) A = ORIGINAL SAMPLE WEIGHT (CLB - APPROX 1000 GMS) = 5 ,S (CLE - APPROX 1500 GMS) D = WEIGHT OF PYCNOMETER WITH WATER AND GLASS PLATE = I`I 59.a E = WEIGHT OF PYCNOMETER WITH SAMPLE WATER & GLASS PLATE = 11°0.0 F = RICE DENSITY (LBS. /CU. FT.) = a.Y Lf A 5w.5 A +D -E X62.2= a3`1., - 15D.1 @ (P5 (,a .33G AVERAGE = 15 3- 2 (LBSJCU. FT.) ROG. I53.a DISTRIBUTION White PROJECT ENGINEER Canary INSPECTOR Pink CONTRACTOR (1 CALCULATED BY: l"7.L CV t DATE SPOKANE COUNTY ENGINEERS OFFICE EV€iecgee0 PTT QUICK EXTRACTION Contract No. Enk - 1$J Sample No. 1 Class 6 Asphalt Determination Date 1. Filter Paper + Diat. Silica After Use and Dried 90/1, 2. Filter Paper + Diat. Silica Before Use 3$.9 3. Gain in Weight (200 Minus) (111 — 112) 1.3 4. Aggregate Weight After Drying oZr►`1.3 5. Total Aggregate Weight (113 + 114) a595. 6. % Asphalt Original Sample Weight 31 c( ( Minus Total Aggregate Weight (115) Q59 (> Total Grams Asphalt 1(,/ Wt. Asphalt % Asphalt = Original Sample Wt X 100 li3k5N t+*• SPEC. oZrJoo•'3 AGGREGATE GRADATION Weight Percent Retained Retained Percent Sieve (Accumulative)* (Accumulative) ** Passing 1 -1/4" ''I.O - 7.5 Specs 1" 5/8 51 0 i 0 Inn 1/2" %.7 q 96 90 -/00 3 /B" Al 5.8 15 g5 75 1/4" St 1 5.3 39 44 '55 -7.5 1110 Ito'15. 46 35 73a -Y8 1140 a ►69.9 Rli 14 11- sy .1180 a`I11.$ 93 7 (0 - 15 11200 aLt Z%. 3 95.9 Y. 1-1 Pan ;150:5,V, Not used in computing grading (Checks Line 11) 0 159!i.( p Total Aggregate (Form Line 115) 5/5 SPE.e. 8.5 5.5 - 10.5 *Weights to nearest gram * *Compute to nearest percent except 11200 only to nearest 0.1% AE4 1 c). WN\ 1 L Inspector - 1111C,1 • • 14 , • 7;st- ..1c1 fl OJE • ' Ok i 4 " 4 • ENIENT:crSi- ilAVraica - c;v• Vs:" —Noto ' = EMENT BRAND: I- t , b NoI octizrici,treiztv.e.; La-er eAr Date of fest 4.CIihder ag 11 • 44. ' 0114' , '41 aximurn.L'oad , Acit..`gtaalt} CompressiVe Strengttipsi -Fracture , tr. • . CONTRACT N . , 4.. -,-.).f.k.... ' t 1 ,Cso.re.s2th VA . 1 .2-Inerrfcrf ir..c;trn • '..-4,,,e0tt:• -1.;.4.v4z '.r)if4i4;Lr' 11 1 , ;•••• , 4 1 , „ 4.4 110 P.C.C.-1 1 1 1 , •••• :11;4 ".! ,,,,../4 1 4 • ..:::....::.::;:•-:„,, :....,.:, SPOKANE COUNTY CONCRETE CYLIN •, .',e,;ttric .5N ' '4,110•13.1 - ' 1 In ; , ' n• ., frct ' D AT E 0 POU :1-t" :. 4. et Aiwa?* _,:* dqr - fre 012:33SS ert 41 11MW . 6 70 i'k 4107:4 ' ' r"." VIVA' 7:;t3at‘ : etig Id tW4F44 4 1 . 2 Ft:" 44- s-v11 y‘4, 44131.44R 1 MAWR !ilfti 141 lin . . 1.v:0 441 ; 1 -€1 4 4 **F ** 79020 LES SP 7_10:! 0072 ,1;: 01: 24: 01 **PEAK** 111500 1_ ES0 1 3 1 2 , 115/ S1 CY, 112140 LF.15@ 66/13 / 91 05: 110200 LBS@' 06/19/S1 OE: 17:5000 L.F11140 06, 131 10E: 1004.5o LEY: cs/.19.791. 94490 LES • 1,16 /15 / 91 c:44,47:.::,,47,411• LE: • 1 ••• '1114 17,411: 1111 02:4110 1.:1114:41,:014:,14.:14 02: 32 11:F11 01;4 1112: 2 ] •'1 141,11 form spo-131 0690 UNLOADING Free unloading time 7 1/2 minutes per cubic yard of concrete. Charge thereafter at posted truck time rates. This concrete designed in accordance with specifica- tions indicated: below. 3- 1,08874 We make deliveries lade the curb Fine at customer's risk only and accept no responsibility whatsoever for damages resulting from such deliveries.. - CENTRAL PRE -MIX CONCRETE CO. P.O. BOX 3366 SPOKANE, WA 99220 -3366 Wa Reg. .# 223-01 CE-NT- RP- M311J8 • Id Reg #5894 - AAA -1 -2 -3 • • CONCRETE, CRUSHED ROCK; SAND & GRAVEL (509) 534 -6221 INSPECTOR'S COPY Tit' CAUTION: May cause eye or skin injury. Contains ' Portland cement. Freshly mixed' cement, mortar. concrete. or grout may cause skin injury. Avoid con- tact with' skin where possible. and wash exposed skin areas promptly with water. If any cement or cement mixtures get into the eye, rinse immediately and repeatedly with water and get prompt medical attention. - LIMITED WARRANTY ' •The only liability of Central Pre -Mix Concrete Co. for product defect is the return of the purchase price. • In no event shall Central Pre -Mix Concrete Co. be liable for any direct, indirect, incidental or conse- quential damages resulting from the use of the products or arising out of breach of any warranty. • All claims for damages or shortages must be . ,; made within -24 hours of delivery; LEAVE PUNT f4 . ."Th / ARRIVE JOB SITE fiL LATE CHARGE EQUAL TO THE MAXIMUM OWED BY LAW BUT NOT LESS THAN 8% ANNUAL PERCENTAGE RATE WILL BE CHARGED ON ALL PAST DUE ACCOUNTS. ORDER NO. :.GUST. NO. 000032 220300 CPM PRJ. NO. is - CUSTOMER P.O. /JOB NO. 0003348 GARRETT BRON FISHER/ CHAS. P. `DELIVERY ADDRESS 25TH &:EVERGREEN DATE 12 -JUL- DELIVERY INSTRUCTIONS LOAD QTY, 9.5C 100. OC 'PAD SIZE 9.50 DLVD QTY 9.50 MIXNO." 130 ORDER OTY • 18. '75 START. DISCHARGE • RECD V BY ^ THANK;•XOU PRODUCT CODE 130 7235 MIX DESCRIPTION 5.759K1 +AEA FINISH DISCHARGE • PRODUCT DESCRIPTION 5. /baK11 /2 +AEA *$ *3. 5 "EXP*** SWW'' 5.00 100 ..:' ARRIVE PLANT 0.00 CURBS TEST CYCLINDERS.TAKEN ADDITIONAL WATER ADDED TO THIS CONCRETE WILL REDUCE ITS STRENGTH. ARRIVED AT JOB WITH V INCH SLUMP ADDED - DAC WATER AT CUSTOMER REQUEST. TRUCK 012 PLT UNIT PRICE SUB TOTAL SALES TAX TOTAL WE MAP 31 6:49: ZONE 31 AMOUNT .... ZERO . COARSE 5 3.5- 7137' 7160 LBS C •FINE SND 2.5.13178 13320 LBS 'C 1 -1/2 RD 0.5.21770. 21800 LBS C 3/4 RND 0.5 30362 30400 LBS. C ZERO ZERO CALCIUM 0.00 0 0 0Z A.E.A. - ,100 76 74 OZ C BERNARD 0 0 OZ ZERO MAXIMUM WATER ALLOWED AT JOB' 18 GALLON ZERO - 2- HN -1 -2 ..5139 5120 LBS C CLD WTR 1987 ZERO ZERO 1980 LBS C ZERO . TIME - 6:51:18 AM 12 JUL, 1991 1 . n { DATE* 7/i 4 .-* PROJECT: e.1),farccl ' • tro- rt:nav, Nfl 5± )g—(3 r\i/Pit C)._ LACEMgr- eifirerce--KL r2-9. CEMENT • CONTRACTOR c • : RosnikRk: • .• Ecu . - Cylinder No. Lab Date of tesi .Cylinder • Height . in. Diaineter in. Section sq.in. Wieghtcylirider: Wieght, lbs: per du .ft. Maximtim Load [bo , • :11t '• C,ompressive Strength psi Fracture f.i Li iocr 1 SPOKANE COU TY CONCRETE CYLINDER TEST I N DATE OF POUR* - 2 191 SUPPLIER: CEMENT TYPE _LI 7 .. , CONTRACT NO.: PERMIT NO • rfr S CPCO ,t.v. YIELD: Cat GC: 72 / 7 6 4,3 75.9 14(7).0 tier)2h__ 77An 73 e 73 / 2 14z4 7 (I- 1 z 27 42— - .2g2 C5-kfe_ad IND TYPE OF CONCRETE(' ASR CF INSPECTOR: 4 1/ 2 -C%-iVS AIR ENT. AGENT* Test No. Station and Ref. to C/L . to Sub Grade Type of Material and Use '1i. i9 'W47 •M•INDI PASSING #4 SIEVE re 1!7 ' 'N REMARKS Opt. Opt. Corrected Fielc Test Max. Corr. 5/ r G' StdNo Field t Tes % Max . i 801wvr a 213 75 —0 C5TC. 7.5 '1-4 '/.5 '187 //1.6. 136 -L 1.6 / 13/.5 ,96 -1 7957 0 M Z tit i I ti . 1 {1 w tv I /36.2 13 34 g7.g 3 2.7,4-75 2.7,4-75 i Jr t ' N,0 y 1365 /31.7 9C.3 DAILY COMPACTION TEST REPORT Project Engineer . .D chtvt E,.,, Contractor £ Alc14 /d Project Name t,,c.�yre�%i =S t om% V��� REMARKS: SPOKANE COUNTY ENGINEERS Cont. No. EA8065 Date 59/9/ Page No. INSPECTOR fe -j72 of / NO. !V' 1 1 5 5 BEFORE THE BOARD OF COUNTY COMMISSIONERS FOR SPOKANE COUNTY IN THE MATTER OF FILING THE FINAL PLAT OF ) EVERGREEN POINT FIFTH ADDITION AND ZONE ) CHANGE FROM AGRICULTURAL (A) TO ) R E S O L U T I O N SINGLE FAMILY RESIDENTIAL (R -1) IN THE ) SW 1/4 OF SECTION 26, TOWNSHIP 25 ) NORTH, RANGE 44, E.W.M., SPOKANE ) COUNTY, WASHINGTON ) Situate in the County of Spokane, State of Washington. BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of Evergreen Point Fifth AdditionPE- 1469 -90, that portion of the SW 1/4 of Section 26, Township 25 North, Range 44 E.W.M., Spokane County, Washington, described as follows: A portion of Tract 210 of Vera, as per plat thereof recorded in Volume "0" of Plats, page 30, described as follows: BEGINNING at the Northwest corner of Lot 2, Block 12 of EVERGREEN POINT THIRD ADDITION, as per plat thereof recorded in Volume 19 of Plats, page 3; thence along the Northerly boundary of said EVERGREEN POINT THIRD ADDITION the following two (2) courses: (1) South 00 °43'00" West a distance of 30.00 feet; (2) North 89 °17'00" West a distance of 329.00 feet to the Westerly line of said Tract 210; thence North 00 °43'00" East along said Westerly line a distance of 274.92 feet to the Southerly line of the North 200 feet of said Tract 210; thence South 89 °03'47" East along said Southerly line a distance of 220.00 feet to the Easterly line of the West 220 feet of said Tract 210; thence North 00 °43'00" East along said Easterly line a distance of 20.00 feet; thence South 89 °03'47" East a distance of 94.31 feet; thence South 10 °31'43" East a distance of 75.35 feet; thence South 00 °43'00" West a distance of 189.81 feet to the point of beginning. UPON THE RECOMMENDATION of the Spokane County Planning Department, the final plat is approved with the exception that the public rights of way dedicated in this plat will not be established for maintenance purposes until the County engineer has certified that the roads have been improved to County standards and approved by a separate resolution of the Board of County Commissioners. ADDITIONALLY, until the final plat document is filed in the Spokane County Auditor's Office, this subdivision has only preliminary plat status and is subject to expiration and null and void status if not periodically granted an extension of time consistent with the policies and procedures of the Planning Department. PASSED BY THE BOARD THI$ '_i DAY OF S PTEMBER, 1990. ATTEST: Bv: WI AM E. DONAHUE C KOF THE B'ARD r • Stev n J. Hasson, Chairman BOARD OF •U • COMMISSIONERS OFSPO ; AUNTY, WASHINGTON Patricia A. Mummey Prepared For: WRS & Associates JO N O NiyQ Fa oL Order No.: JB- 150784M Ap 144 %10. Certificate for Filing Proposed: TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 P.O. Box 14084 EVERGREEN POINT FIFTH ADDITION Spokane, WA 99214 Attn: Bill Smith cc: IPEC cc: Spokane County Engineering cc: Spokane County Planning Commission SECOND PLAT CERTIFICATE (continued) Charge: Tax: Total: $125.00 9.75 $134.75 Effective Date: May 24, 1990 at 8:00 a.m. In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: A portion of Tract 210 of VERA, as per plat thereof recorded in Volume "0" of Plats, page 30, described as follows: BEGINNING at the Northwest corner of Lot 2, Block 12 of EVERGREEN POINT THIRD ADDITION, as per plat thereof recorded in Volume 19 of Plats, page 3; thence along the Northerly boundary of said EVERGREEN POINT THIRD ADDITION the following two (2) courses: (1) South 00 °43'00" West a distance of 30.00 feet; (2) North 89 °17'00" West a distance of 329.00 feet to the Westerly line of said Tract 210; thence North 00 °43'00" East along said Westerly line a distance of 274.92 feet to the Southerly line of the North 200 feet of said Tract 210; thence South 89 °03'47" East along said Southerly line a distance of 220.00 feet to the Easterly line of the West 220 feet of said Tract 210; thence North 00 °43'00" East along said Easterly line a distance of 20.00 feet; thence South 89 °03'47" East a distance of 94.31 feet; thence South 10 °31'43" East a distance of 75.35 feet; thence South 00 °43'00" West a distance of 189.81 feet to the point of beginning; Situate in the County of Spokane, State of Washington. VESTED IN: ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife, as to an undivided 1/3 interest; WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife, as to an undivided 1/3 interest; and HAROLD G. ANDERSON, JR., individually, as to an undivided 1/3 interest. EXCEPTIONS: 1. General taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No. Year Amount Billed Amount Paid Principal Balance 45263.0102 1990 $1031.30 2. Liability to future assessments by Vera Irrigation District No. 15. 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: ENCLOSURES: Plat map pds Order No. JB- 150784M Page No. 2 -2ND RPT $00.00 $1031.30 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. TRANSAMERICA TITLE INSURANCE COMPANY By Jon Boyd For svice on this order call: (509) 922 -2222 • • JOB 1D: 013048 SPOKANE COUNTY TREASURER'S 1AX ROLL - REAL ESTATE TIIIEL, JAMES F SPO ADDRESS UNKNOWN 10.000 ASSR VAL 176.42 ASMT .04 SASS PROPCODE =0000 26 -25-44 N100FT OF S200FT OF W200FT OF E220FT OF SE1 /4 OF NE1 /4 OF NW1/4 45262.9055 THIEL, JAMES F S 1117 PERRY AVE PROP =0000 SPOKANE WA 99202 SASS= .04 WEED 701400 10,000 LAND VAL RE= 45262.9056 HELLING, DANIEL LEE S 1824 ADAMS RD PROP =0000 VERADALE, WA 99037 -9403 SASS= .43 WEED 101400 23,500 LAND VAL RE= DELO RE= 45262.9057 WHEELER, MARY D E 14603 17TH AVE PROP =0000 SPOKANE, WA 99216 - SASS= .03 WEED 101400 10,000 LAND VAL 27,800 IMPR VAL RE= 45262.9058 45263.0101 26 -25 -44 W91.6' OF E291.6' OF NE1 /4 OF NW1 /4 EXC N170' PROP =0000 SASS= 701400 RE= 26 -25 -44 PRGP =0000 SASS= TD1400 RE= JOB ID: 013048 .. SARGENT, BRETT & JODI PO BOX 00624 VERADALE, WA 99037 -0624 .07 WEED 17,700 LAND VAL 26,700 IMPR VAL HURLEY, DAVID D 5 2409 EVERGREEN RD VERADALE, WA 99037 -9443 1.00 WEED 14,400 LAND VAL 69,200 IMPR VAL VERA N200FT OF W220FT B210 45263.0102 WRS & ASSOCIATES PO BOX 14084 PROP =0000 SPOKANE, WA 99214 -0084 SASS= 1.00 WEED 101400 58.400 LAND VAL RE= VERA EXC N200FT OF W220FT 8210 HELLING, DANIEL SPO ADDRESS UNKNOWN 23,500 ASSR VAL 414.60 ASMT .43 SASS 347.46 1987 359.59 1988 PROPCODE =0000 WHEELER, MARY D MORX = FARMERS AND MERCHANTS BANK F 3195 SPO 17TH AVE E 014603 SARGENT, B R & J SPO ADDRESS UNKNOWN 44,400 ASSR VAL 783.30 ASMT .07 SASS PROPCODE =0000 E200' OF S165' OF N320' OF NE1 /4 OF NW1 /4 EXC RD HURLEY, D D & J VER EVERGREEN 83,600 ASSR VAL 1,474.87 ASMT ANDERSON, W B & A SPO ADDRESS UNKNOWN 58,400 ASSR VAL 1,030.30 ASMT 1.00 SASS PROPCODE =0000 E 70 SPOKANE COUNTY TREASURER'S TAX ROLL - REAL ESTATE RD S 002409 10,000 TAXABLE .00 PAID 23,500 TAXABLE .00 PAID 417.17 1989 26 -25 -44 SE1 /4 OF NE1 /4 OF NW1 /4 EXC N16SFT & EXC E330FT OF S165FT OF N330FT & EXC S100FT & EXC N100FT OF 520011 OF 37,800 ASSR VAL 37,800 TAXABLE 666.86 ASMT .03 SASS .00 PAID PROPCODE =0000 44,400 TAXABLE .00 PAID 83,600 TAXABLE 1.00 SASS .00 PAID PROPCODE =0000 58,400 TAXABLE .00 PAID AS OF 03/16/90 PAGE 3098 11 XN'UNPD TEXM =UNPD TERM =UNPD TEXM =UNPD TEXM =UNPD 176.46 UNPD RE 415.03 UNPD RE 1,124.22 DELO RE ETC. 666.89 UNPD RE 783.37 UNPD RE 1,475.87 UNPD RE PNOT =A ADVA =Y TERM =UNPD 1,031.30 UNPD RE AS OF 03/16/90 PAGE 3099 1 JOB 4526 D 45267 TD' 45263. TD; 4526' TD' 4526' T V 4526i ED' JOB L 1 si I 7 e 1' /ee /ee ••••• f � 3e•._ 27 iflnn °VEO NOE 22 /f/ A , / ' .SooYf Larmly be/.' gPPRO✓E ,.a! /1. M /a. F. X. firtle , •n, � a azgralOg e- is i ,32 n , f• x •! I-w• 1 : „ ,M K „e �r s• M —r.t scats of ,St ,.) ,lt ,ta ,1• !2 r ••• Le "Ii s, S/ a ill antljar ,)t J7 .t el: n. t.. • 2 6 3. • ]Ire i .� 1• 33tA Or s w e re yE,RADAL . NTS ... t_il -31 / in 3•••• • lad I 22. 14 226 I 227 I t l 217 I 2 240 I' 331 ' ]! / M1 F « • e.-• . t Tel Tj2 • 2e2 9/1 it 'j I• sn h rP 7.1, 2 r � :C =w r at • gnomon/so , nnfdJ WC Sara z22 n e ll 3.) T . 2 TTY !1 � 22e II J2, I C 2 SALMI SUS - " rifl 600 o Co s.. )a• _2 - a. l �•tl IS 3. • If I • i jS Se 3 , t .3 2q 2 t. • RS 1\4,. ) , I. ,,, , � 1 .. arL «t. :47C - ;_.. , I- J ▪ --. . 144 ell I e •6 ,f s ggt I 132 z]3 214 i t i. II , ! _J Jr = 1a J More • - c. ,.,. It •v 22? ., y A. e• • zS :: 2 .c 7 OFFICE OF THE COUMIY ENCINEn Ronald C. Hormann, P.E., County Engineer Washington Trust Bank University Branch P.O. Box 2127 Spokane, WA. 99210 -2127 RE: Evergreen Paint 5th Addition PE 1469 E Dear Sir or Madam: cc: WRS & Assoc. N. SI 1 Jtf ferson A DIVISION OFTIIE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E,., Director December 9, 1991 Please be advised that Savings Certificate Number 30 -0030- 621-7 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 $16,000.00 may now be reduced to $4,550.00. If you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer A rry Sims 'Plat Inspector Spokane, l \`:\ 9°2o0 -0180 (509) •156 -3600 FAX 15091 45o -1715 1) 2) 3) 4) 5) 6) PROJECT Evergreen Point 5th Add PE1469 E NAME J Sims DRAINAGE ITEMS 1) Drywell - Type A 2) Drywell - Type B 3) Grate - Type I 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 16) Monuments 17) Barricade 18) Street Signs GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade 20) Top Course 21) Base Course 22) Asphalt Concrete 23) Curb Type A 24) Curb Type B 25) Curb Type R 26) Sidewalk NON - STANDARD ROAD ITEMS 1) 2) 3) 4) BOND ESTIMATE UNITS ER EA EA EA EA CY EA LF LF LF LF EA EA CY SF EA LF EA OTHER SUBTOTAL CY CY CY Tons LF LF LF SO YD QURNITY PRICE 1250.00 1480.00 325. 00 330.00 320. 00 14.70 610.00 20.00 24.60 30.50 24.00 1435.00 300.00 32 9.20 1200 0.70 DRAINAGE SUBTOTAL GRADING AND SURFACING DATE 09- Dec -91 160.00 32.00 75.00 9.20 10.60 10.60 44.40 6.20 7.90 7.20 15.30 COST 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 294.40 840.00 0. 0.00 0.00 0.00 0.00 0.00 1134.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0. 0.00 0.00 0.00 0.00 0.00 0 GRAND � T p OTA / mil/ %,. S'5� Cl , 1 34.40 Ut li r' f ' s2( ® ' 'MOE Or THE COUNTY ENGINEER TO: Tom Yake FROM: Jerry Sims cc: Ross Kelley SPOKANE COUNTY, WASHINGTON SUBJECT: Evergreens Point 5th Addition PE 1469E Thank you for your prompt attention to this matter. DATE: September 25, 1991 We have received a request from the sponsor to reduce /release the bond for the above mentioned project. Please review this at your earliest possible convenience and notify me of the amount, if any, we need to retain in order to assure the completion of the project. ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. FYr A ;rteaLed 81l7/9v Manure.// 3/Z late 5/P1/9' Hphite 1I /e.ibt Inspector Sfrn..ks Weather a.m. Time Charged Contractor this Day - 1 /2 or 1 Other County Personnel Diary Section Signing checked. i d i%5 ION REPORT Pg of OFFICE OF T HE SPOKAN COUNTY ENGINEER 1 2 3 ' 4 5 6 pm Equipment List Contractor Personnel Classification 1 2 3 4 5 6 �IIt�l1.t77 /G�r, ate... —ter .-..a <>/4'47-MIE N4 naval It sisal. r -saw d.�-- ��)il�w.esa nay a W_a .lam »sa _'c» .-- •a-ay.D.fsa =^J Wawa cr.. .s.7MLl 3) 2015 Ponds re u5 t! rn- e.-0 .4 i he sl.� aired Cl. 5fl Pall. m / rd /9/ lAINI.'nl..l, – ..— a__.n 6) ('irn,Ak ?,-1 uAsf tre in s ;,JP 7) (:lean nut Na (.4s I+ a.m. pm INSPECTOR'S SIGNATURE rwa r k,1 Project Name Fla IA Ph s Project No. CRP /RID Report No. Contractor and/or Sub(s) t.sLLn Hrs. Used Standby Number , . 1 Cr - Mr. Jerry ,Simms Spokane County Engineers Office Spokane' -, ,Washington . , T .- - I : Dear; Jerry: \ • ws /Ars '- r i i , IM 1 ]j Smith Homes ,vintage Style Of. Living September 24 1991 7 , Sincerely - yours, r P.O. Box 14084; Spokane, Washington ..99214 Bus. (509) 922 -0782 ■ 'If .we have _any 'sewer '•reductions available, pleaseJtake care of this' also. ,• ,.' We are now7fl-nished with .the ipaving and curbing in '- both the 5th an3.6th to Evergreen Point,- therefore, . I am requesting a bond •reduction 'in both of thestadditions. All items-- in both additions are completed as far. as I know. with the - exceptions of the - 208 ponds in 'which we 'still have `to place the soda. Thanking you for your trouble and trusting „that you will send us a- letter of reduction as soon as possible, I am Bill Smith _'W.R.S. & Associates. Inc. would -.you Site (509) 922 - 0450 '4 RECENEP SEP 2 4` 1991 SPOitANNE Go uliTY ENGINEER OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer Washington Trust Bank University Branch P.O. Box 2127 Spokane, WA. 99210 -2127 RE: Evergreen Point 5th PE 1469 E Dear Sir or Madam: cc: W.R.S & Associates Inc. A DIVISION Or TI IE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director July 3, 1991 Please be advised that Savings Certificate Number 30 -0030- 621-7 issued by your company for roadway and sewer improvements in the above mentioned project, in the current amount of S29,500.00 may now be reduced to S16,000.00 If you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer 1.7 lyt i rry Sims Plat Inspector N. 511 Icllorst m Spokane, 11'A 9 I5O' ) .ISc -3o00 fAN 1 °) •I5o -47 15 PROJECT Evergreen Point 5th PE 1169E BOND ESTIMATE NAME J Sims DATE 03- Jul -91 DRAINAGE ITEMS UNITS DURNITY 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 3 2 9.20 294.40 15) Sod SF 1200 0.70 840.00 NON STANDARD DRAINAGE ITEMS 1) 2) 3) 4) 5) 6) NON - STANDARD ROAD ITEMS 1) Water -test Asphalt for drainage 2) 3) 4) DRAINAGE SUBTOTAL 0.00 0. 00 0.00 0. 00 0.00 0.00 1134.40 16) Monuments ER 1 160.00 160.00 17) Barricade LF 32.00 0.00 18) Street Signs EA 75.00 0.00 OTHER SUBTOTAL 160.00 GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 144.8 9.20 1332.16 20) Top Course CY 10.60 0.00 21) Base Course CY 47.3 10.60 501.38 22) Asphalt Concrete Tons 98.9 44.40 4391.16 23) Curb Type A LF 6.20 0.00 24) Curb Type B LF 280 7.90 2212.00 25) Curb Type R LF 7.20 0.00 26) Sidewalk SD VD 171.1 15.30 2617.83 LS 1 1500.00 1500.00 0.00 0.00 0.00 GRADING AND SURFACING 12554.53 GRAND TOTAL p 13, 848.93 t t ijA L5a Signing checked OFFICE I. )ate .51M/9 Inspector 51:reh.,1 s Weather a.m. p.m. Time Charged Contractor this Day - 1/2 or 1 Other County Personnel Contractor Personnel Classification Equipment List am pm / 5 I-NSREQIION REPORT Pg. of OF THE SPOKANE COUNTY ENGINEER 1 2 3 4 5 6 1 2 3 4 5 6 Diary Section 0 em/E1/(;■4 flt..I c;rie.l.vnik op, E p Re.1 -Crawk $ &A 7 I S-La ? . 1.7 ;n el.".itA) C5TC and A-5A, he -h. p- ex; 't hi al or, g, 4.11-5T fie), 44-2.) Vi i-3 ( 2.7 5" ft x s ift) 3) 2-0 0 ponds re', i el • 1k-ion bo c _ 5 f 4.444 /2.-1 ,51 V■hykeir /1-529L4 „e ip ror ,- 6) (71" 01.4. 5 PI SrJ rn 1-1 — SeJ - - - C. ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. INSPECTOR'S SIGNATURE Project Name / 5 Project No. CRP/RID Report No. Contractor and/or Sub (s) Fria-.1 _Ta/ t't? Hrs. Used Standby Number OFFICE 01: TIIG COUNTY ENGINEER Ronald C. Horn ann, P.E., County Engineer Washington Trust Bank University Branch P.O. Box 2127 Spokane, WA. 99210 -2127 RE: Evergreen Point 5th Addition PE 1469 E Dear Sir or Madam: cc: WRS and Associates, Inc. N. 811 Irffersnn A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, 1'. E., Director May 16, 1991 Please be advised that Savings Account Number 30- 0030 -621 -7 issued by your company for roadway improvements in the above mentioned project, in the current amount of $29,500.00 may now be reduced to $27,500.00. If you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer J ry Sims Plat Inspector Spokane, WA 99260 -0180 15091 FAX 15091156-1715 OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer US Bank Valley Financial Center E 9208 Sprague Spokane, WA. 99206 RE: Evergreen Point 5th Addition PE 1469E Dear Sir or Madam: Please be advised that the savings account No. 30- 0030 -621- 7 issued by your company as security for roadway improvements and sewers in the above mentioned subdivision, in the current amount of $29,500.00 may be now be reduced to S27,500.00. If you have any questions, feel free to call our office. cc: W.R.S. and Associates, Inc. 'ra+n A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director April 22, 1991 Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer r ry ims lat Inspector Spokane, WA 99260 -0180 (509) 456-3600 FAX (509) 456 -4715 REDIFOR I. 4S 472 SEND PARTS 1 AND 3 INTACT - PART 3 WILL BE RETURNED WITH REPLY. POLY PAK (50 SETS) 4P472 C\ TO • i ail R O M � + SUBJECT /1 4 DATE V/ 22 / 7/ MESSAGE f . - se '000 z, eat; sL4r: -0030 - ‘ 21 -2 SIGNE REPLY 0 Ia SIGNED DATE / / REDIFOR I. 4S 472 SEND PARTS 1 AND 3 INTACT - PART 3 WILL BE RETURNED WITH REPLY. POLY PAK (50 SETS) 4P472 C\ For security purposes only, W R g AND ASSOCIATES Tom_ hereby assigns to Spokane ppC��ounnty, a municipal corporation, the following: Savings Q0X'R C�RK Number 3p- C20470 -6z/-'z STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss in the face amount of and held in and by the A S S I G N M E N T Bank of Spokane, Washington University City r���.irr��irr�rrri /r�rr� OFFICIAL SEAL 1 ROBERT D. WAL➢0 • , It rturrp1911GTSTATEWWASI@iG1T1 1 COUNTY OF SPOKANE My Cor..a Eques At^,•ti 15, 1533 GIVEN under my hand and official seal this $29 500.00 Washington Trust Rank This assignment is made as security for the full and faithful performance by Jleveinper W -R_S_ ANn ASSOCIATES, INN of the construction of certain roads. monuments and drainage facilities in Evergreen Point Fifth Additinr$s specified in the typical section and,roadway improvement specifications for said subdivision, dated ** /Ij0 ,400eA 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 AaSOCTATRS, INC. Said savings certificate to be released to W R.S. AND ASSOCIATES INC or any other party only with the prior written consent and agreement of Spokane County. PROVIDED, FURTHER, the undersigned does hereby authorize 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 7 day of September ** and sewer improvement specifications q for said subdivision dated erft*, sx1PK Washington Trust Rank and on file in the office of the Spokane County Utilities Department. 4A • Branch , 19590 • DATED this 7 �� day of September , 1910j. Notary Public, of Washington, Washington. 2// resident Secretary RY • W.R.S. AND ASSOCIATES, INC. On this day personally before me William R. Smith , to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as hie free and volun- tary act and deed, for the uses and purposes therein mentioned. '7 da of , 19 90 In and for the State residing at Spokane, PROJECT Evergreen Point 5th DRAINAGE ITEMS 1) Drywell - Type A 2) Drywell - Type 8 3) Grate - Type 1 4) Grate Type 2 5) Grate -- Type 3 6) 8ackfili 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 Curb Inlet 2) 3) 4) 5) 6) 16) Monuments 17) Barricade 18) Street Signs 19) Roux h Grade 20) Top Course 21) Base Course 22) Asphalt Concrete :23) Curb Type A 24) Curb Type B 25) Curb Type R 26) Sidewalk NON- STANDARD ROAD ITEMS 1) 2) J.) 4) jOND ESTIMATE GRADING, SURFACING, CURB, AND SIDEWALK NAME SDE UNITS EA EA EA EA EA CY EA LF LF LF LF EA EA CY SF EA DRAINAGE SUBTOTAL EA LF EA OTHER SUBTOTAL. CY CY CY Tons LF LF LF SO YD GUANITY PRICE 1' 1250.00 1465.00 325.00 330.00 1 320.00 30 14.70 575.00 18.00 24.60 x'9.00 24.00 1435.00 300.00 8.65 0.50 32 1200 4 300.00 1 140.00 32.00 75.00 GRADING AND SURFACING GRAND TOTAL DATE 24- Jul -90 COST 1250. 00 0.(10 0.i)C) 0.00 3 .00 00 }}1.00 0. 0C) 0.00 0.00 c) 0.00 0.00 0,f)C) 276.80 600. 00 1200.00 0.00 ) 0.00 0.00 0.00 0.00 4087.80 1.40.0[) 0.00 0.00 140.00 467 8.65 4039.55 156 10.60 1653.60 10.60 01.00 202 42.65 861.5.30 687 6.00 4122.00 7.90 0.00 6.90 0.00 172 14.75 2537.00 0.00 0.00 (3.f)() 20967.45 25,195.25 ITEM ^ V / STREET QUANTITIES PROJECT NO.- DESIGNER- SDE PROJECT DESCRIPTION- Evergreen Point 5th SURFACE AREA- ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A EXISTING SURFACE AREA- ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A SIDEWALK TOTALS ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE ` CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A SIDEWALK EXISTING EXISTING DATE- 7/24/90 STREET # 1 NAME- BOLIVAR CT. LENGTH- 124.00 FT. WIDTH- 36.00 FT, BEGINNING STATION = 2155.00 ENDING STATION = 2279.00 TERM # 1 : CHOPPED TERM # 2 : CUL-DE-SAC STANDARD PERM RADIUS = 45"00 RADII = 20.00 MEASUREMENT 9288.22 S.F. 1.00 FT. 0.33 FT, 0.00 FT. 0.17 FT. 0.00 FT, STREET # 2 NAME- EVERGREEN ROAD LENGTH- 280,00 FT. BEGINNING STATION = 2150.00 ENDING STATION = 2430.00 ONE SIDE ONLY PWIDTH= 22.50 EWIDTH= 11.00 ()WIDTH= 0.00 TERM # 1 : TAPER TAPER LENGTH = 15.00 \1.» TERM # 2 : CHOPPED ITEM MEASUREMENT 3306.25 S.F. 1.00 FT. 0"33 FT. 0.00 FT. 0.33 FT. 0.00 FT. 0.00 S.Y. QUANTITY 344.0 C.Y. 114.7 C.Y. 0.0 C.V. 117.5 TONS PROPOSED 406.9 FT. WIDTH- 11.50 FT QUANTITY 122^5 C.Y. I� �^ .) 40.8 C.V. 0.0 C.Y. 4 83.7 TONS PROPOSED 280^0 FT. PROPOSED 171.1 S.Y. 466.5 C.Y. 155.5 C.Y. 0.0 C.Y. 201.2 TONS 686.9 FT. 171.1 S.Y. I/ /' C ,�/ BOND EST FORM / PROJECT VEA PO /Air NAME 671,1 WEL S O& Item // Drainage items 1) Drywell — Type A 2) Drywell — Type B 3) Grate — Type 1 4) Grate — Type 2 5) Crate — 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) sPecA 0,1 2) 3) 4) Page 1) 2) 3) 4) 5) 6) 7) 96/4 Std Dwl C., r b Y"(el r/. Units Quantity Price Cost EA EA EA EA EA CY EA LF LF LF LF EA EA cY SF 1 3 37— 10 4 Bdl Dwl Conc _ Dia _ Dwl BRF Inlet Pipe Pipe \o %L. a LQ ") €S) .0-r .375)( ax(/Ctle 6 / 1008 -' 1 69 3 5 / l .3 L 443_ Dia Pipe Dia DATE 300 OTHER Y13. t1 / €0(30 474 .,3750 -Y6efr hb. a) tr • a''"3►4q ra t . . 3a Spokane County Engineers N. 811 Jefferson 456 -3600 Spokane, NA 99201 TYPICAL SECTION DATA Roadway half width ENTER --) 24 Road Name ENTER - -> Evergreen Road Left or Right ENTER - -) Curb Type TYPE B COUNTY Station Interval ENTER - -> 25 Over -Fk AM /Li(o? Project: Job No.: Disc.No.: File Name: 11- Jul -90 10:21 AM MINIMUM MAXIMUM Curb EL. Curb EL. Edge Pave. CENTER X SLOPE EDGE DIST. X SLOPE EO6E DIST FROM ( -4.5X. ( -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 X SLOPE TO CURB CURB HGT) CURB HGT) ED ELEV X GRADE 7. Grade 1735.02 51.32 51.11 10,90 -1.93 0.00 13.10 50.97 51.26 51.11 -3.32 1750.00 51.69 2.47 51.59 10.90 -0.92 3.20 13.10 51.45 51.74 51.55 -3.66 2.94 1800.00 53.19 3.00 53.10 10.90 -0.83 3.02 13.10 52.96 53.25 53.10 -3.32 3.10 1850.00 54.72 3.03 54.64 10.90 -0.73 3.05 13.10 54.50 54.79 54.79 -2.03 3.38 1885.09 55.64 2.62 55.54 11.00 -0.91 2.56 13.00 55.41 55.70 55,70 -1.96 2.59 1900.00 55.95 2.08 55.77 11.00 -1.64 1.54 13.00 55.64 55.93 55.85 -2.65 1.01 1950.00 56.77 1.64 56.68 11.00 -0.82 1.82 13.00 56.55 56.84 56.70 -3.17 1,70 2000.00 57.58 1.62 57.46 10.50 -1.14 1.56 13.50 57.31 57.61 57.60 -2.04 1.80 2035.09 58.46 2.51 58.38 10.70 -0.75 2.62 13.30 58.23 58.53 58.30 -3.94 1.99 2050.00 58.91 3.02 58.80 10.50 -1.05 2.82 13.50 58.64 58.95 58.70 -4.04 2.68 2100.00 60.73 3.64 60.53 10.50 -1.90 3.46 13.50 60.38 60.68 60.40 -4.29 3.40 2150.00 62.83 4.20 62.58 11.30 -2.21 4.10 12.70 62.46 62.74 62.60 -3.26 4.40 2200.00 64.82 3.98 64.67 11.50 -1.30 4.18 12.50 64.56 64.84 64.60 -4.14 4.00 2250.00 66.44 3.24 66.28 11.40 -1.40 3.22 12.60 66.17 66.44 66.30 -3.29 3.40 2300,00 67.94 3.00 67.70 11.00 -2.18 2.84 13.00 67.57 67.86 67.80 -2.48 3.00 2350.00 69.40 2.92 69.19 11.20 -1.88 2.98 12.80 69.07 69.35 69.20 -3.32 2.80 2400.00 70.48 2.16 70.33 11.70 -1.28 2,28 12.30 70.23 70.50 70.40 -2.92 2.40 2430.09 71.22 2.46 70.96 11.40 -2.28 2.09 12.60 70.85 71.12 71.00 -3.11 1.99 2450.00 71.83 3.06 71.53 11.50 -2.61 2.86 12.50 71.42 71.70 71.60 -2.86 3.01 2500.00 73.93 4.20 73.79 12.00 -1.17 4.52 12.00 73.70 73.97 73.75 -4.05 4.30 • r- 140 1 D 0 160 150 130 Y - 2 0 } 120 o: a 110 100 90 COMPACTION TEST DATA • METHOD N 0rnC3 BLOWS PER LAYER Z 1 j t') '1 _ N0. LAVERS WGT OF WET SOIL MOLD �{C���gs �]�'�'fpigi � WGT. OF MOLD DROP HTW 5 T. —: WGT.OF WET 5011 a � A T1\ it& OF MOLD DIA. W UNI W IGH L'f]����.7�i ;��� VOLUME OF SAM P I L EE MO 'URE SAMPLE •. I � I 9 % 4 WGT. OF WET SOIL DISH WG ' a��� �� / `t�3 'b T. OF DRY 501E 01511 �I�7(( •I SS WGT WATER • � alalrjf SCk] WGT. OF DISH - -_- WGT.OFDRY SOIL '1/p:�/�-Ip_ s • nL!1;�/ MOISTURE c CONTENT �� - 7 .9 °I .5 IZ..3 DRY UNIT WEIGHT. al . 0 4- M C A AL ANALY IS " L SAMPLE G RAVEL SANO FINES d� °,b2fztp:Ned317- 2.4- ��' RETAINED #4 13 , 7 •.PASSING #4 („,c,., r SOIL CLASSIFICATION: - (` \ n. u rs Q S A C& Rou-e_ ( OPT. MOISTURE CONTENT MAX. DRY 0 NSITY DATE ' .2 b- 2''-`Y% TE S �D t.) C O � BT A E I JO e6 _ P-0Qh LOCAT Ev&tce1a P+- 5+ ctcW REMIAND% fcSS; .45 I 72 SC1oe- SG — it 2_ to 5 CONTRACT: E(j (D-oci 6 10 15 20 25 30 MOISTURE CONTENT -'/.OF DRY WEIGHT 35 40 STA: 45 Project: QJE26 2EtJ ?-t' S L 1 Material: 3-4_ 3 62e0-R. ASPHALT CONCRETE PAVEMENT CORES DETERMINATION OF % AIR VOIDS Date: 4- 2 - Contract: F6p,O W.S.T.D. TEST METHOD NO. 706A (METHOD C) LAB NO. CORE NO. LAB NO. CORE NO. C. WGT IN WATER C. WGT IN WATER B. WGT SAT. SURF. DRY B. WGT SAT. SURF. DRY A. WGT OF OVEN DRY SAMPLE A. WGT OF OVEN DRY SAMPLE A = A= CALC BULK SP GR = B -C CALC BULK SP GR = B -C WGT /CU FT. = BULK SP GR X 62.2= I WGT /CU FT. = BULK SP GR X 62.2= A. WGT OF DRY MAT S L0 .a 2 n A+B= 1,9 go it C. WGT OF PYE + H 0 + MAT I Z 2 A +B -C RICE SP GR = A = 2_,(0 k (, A +B -C RICE SP 5 6R 1 7C MAX WGT /CU FT 144.( % AIR VOIDS =100X1 -BULK SP GR= RICE SP GR SPA B. WGT OF PYE + H 0 I 4(00 .4 W.S.T.D. TEST METHOD 705A (68 ° ) A. WGT OF DRY MAT B. WGT OF PYE + H 0 2 A +B= C. WGT OF PYE + H 0 + MAT 2 A +B -C RICE SP GR = A = A +B -C RICE SP GR X 62.2 =MAX WGT /CU FT % AIR VOIDS = 100X1 -BULK SP GR= RICE SP GR 11E South 25 Altamont 509 535 -1410 TO: Ctze• 5 //tf5 .DATE : ��/�E 2 7990 SPOc 'E Gouvr� £ 6(e.S PROJECT: L ra'GKEEN afite 5 APAW&EIVED ATTENTION: Gentlemen: We are sending (nclosed ( ) under separate cover copies of the following: Description / 4/Thlueline Prints / / Copy of Letter /1-/ Checks PI-47A- / / Original Drawing / / Contract Documents / / / / Work Authorization / / Report / / No. Copies Date Descri tion / fevised Stu*/ filar Requested Action / <Information /Review & Comments / / Distribution / / Written Approval / / Signature & Return / / Remarks {YE /are /t4P6 Red/oMS PER Your COfMW7S OW Cve 'C Mr /hr A/(oo a/iA/ZGED 7Zvo O/E'A //CAGE /224/65 fit ,PEY/ ce: aif4 /A/A66 ail .4770i/5 ,4GSo %3f/ /G �u�fllT�y Sincerely, Inland Pacific Engineering Spokane, Washington 99202 INLAND PACIFIC ENGINEERING COMPANY, INC. BY: �IW4 V" 6_ ion TrLdlsmittal JUN 2 1 1990 SPOKANE COUNTY ENGINEER South 25 Altamont 509 535 -1410 TO: Spokane County Engineer N. 811 Jefferson Spokane, WA 99260 PROJECT: Evergreen Point Fifth Addition ATTENTION: Gary Nelson Gentlemen: We are sending (X) enclosed ( ) under separate cover copies of the following: Description /X/ Blueline Prints / / Copy of Letter / / / / Original Drawing / / Contract Documents / / / / Work Authorization / / Report / / No. Copies Date Description 2 1 Remarks Sincerely, By: SOS Steven P. So Inland Pacific Engineering Spokane. Washington 99202 Requested Action INLAND PACIFIC ENGINEERING COMPANY, INC. 1 A tys . Road Plans (2 sheets) Storm Drainage Analysis Tra..ismittal DATE: May 16, 1990 RECEIVED MAY.1 SPOKANE CC'.:" :TY ENGINEER / / Information /X/ Review & Comments / / Distribution / / Written Approval / / Signature & Return / / Please review and call with any questions or comments If ynu need a copy of the drainage analysis for Evergreen Point Third Addition. Let me know. Prepared by: INLAND PACIFIC ENGINEERING South 25 Altamont Spokane, WA 99202 (509) -535 -1410 EVERGREEN POINT FIFTH ADDITION STORM DRAINAGE ANALYSIS May 16, 1990 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 Fifth Addition. The storm drainage facilities on this project will be designed to dispose of runoff from a ten year design storm. This development is within the Aquifer Sensitive Area and is subject to '208' requirements. 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 Fifth Addition is a 2.11 acre, 6 lot subdivision located east of Evergreen Road and north of 28th Avenue, 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 3 basins, A, B and J, by the crowns and high points of the various road improvements. (see basin map attached) Basins A and B were analyzed as part of the Storm Drainage Analysis for Evergreen Point Third Addition which by reference will be included as part of this report. Basin J includes the impervious area within the right of way of Evergreen Road. CALCULATIONS The total Basin areas and the Basin impervious areas used to calculate stormwater runoff are as follows: BASIN TOTAL AREA IMPERVIOUS AREA SO. FT. // ACRES SOFT. ACRES .347 i - rArrr A 68,360 1.570 B 70,340 1 7 1.615✓ 1 9,260 .213 J 8,322V .191 7,422/ .170 By assuming that the time of concentration for /Basin J is less than five minutes, the peak flow can easily be calculated. Qpeak = .90(3.18)(basin impervious area) = . = _ c f s ,q1 CURB DROPS AND INLETS DRYWELLS 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 Curb Drop Calculation Sheet, Pond J requires a curb opening of 7.95 feet. Therefore, four 2 foot long special curb inlets have been provided. The peak flow from Basin J will be disposed of in a Type "A" drywell as shown on the plans. (See attached Bowstring Calculations) BOWSTRING METHOD DETENTION BASIN DESIGN Time Increment (min) 5 Time of Conc. (min) 5 Outflow (cfs) 0.3 Design Year Flow 10 Area (acres) 0.191 Impervious Area (sq ft) 7422 C' Factor 0.9 208' Volume Provided 318.3 Area * C 0.172 PROJECT: Evergreen Point 5th BASIN: J DESIGNER: SPS DATE: 05/16/90 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 0.55 220 90 130 5 300 3.18 0.55 220 90 130 10 600 2.24 0.39 270 180 90 15 900 1.77 0.30 305 270 35 20 1200 1.45 0.25 325 360 -35 25 1500 1.21 0.21 333 450 -117 30 1800 - 1.04 0.18 340 540 -200 35 2100 0.91 0.16 344 630 -286 40 2400 0.82 0.14 353 720 -367 45 2700 0.74 0.13 356 810 -454 50 3000 0.68 0.12 363 900 -537 55 3300 0.64 0.11 374 990 -616 60 3600 0.61 0.10 388 1080 -692 65 3900 0.60 0.10 413 1170 -757 70 4200 0.58 0.10 429 1260 -831 75 4500 0.56 0.10 443 1350 -907 80 4800 0.53 0.09 447 1440 -993 85 5100 0.52 0.09 465 1530 -1065 90 5400 0.50 0.09 473 1620 -1147 95 5700 0.49 0.08 489 1710 -1221 100 6000 0.48 0.08 503 1800 -1297 208' DRAINAGE POND CALCULATIONS Required '208' Storage Volume = Impervious Area x .5 in / 12 in /ft 309 cu ft 208' Storage Volume Provided 318.3 cu ft DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum Storage Required by Bowstring Number and Type of Drywells Required 130 cu ft 1 Type "A'' 0 Type "B" 208' POND CALCULATIONS Project: Date: Designer: SPS '208' Sub -Basin A3 B2 Evergreen Point Fifth Addition 16-May -90 Curb Drop Station Bolivar 21 +90 L '4o50 Bolivar 21 +90 L 4o5° Evergreen 22 +05 R Upstream Impervious Storage R/L Area Req't ,�R 3 xI S 104c( Ib13.8 -009 -0 - 16 8.8 7422 309.3 5 1 , 2 , 3 5x 1. xa- Carryover Storage Req't iT Accunul. Storage Req't � .5, 3 -75 x X Pond Type/ Size 999-8 12x95 I rem 1&1-0 12x45 Ib x111 309 / 16 %35 '208' Storage Provided 140-3 Il&i.5 1 - 10r3 6'1 318:3 Carryover Downstream 0.0 0.0 0.0 Cl I Q %IA31,kt /vim Atkve c kfoR ea CURB DROP CALCULATIONS Curb Drop Depression = 2 in. Standard Curb Drop Length = 4 ft. '208 Sub-Basin A3 Bolivar 21 +90 L Upstream Gutter Roughness Reciprocal Depth Length Curb Drop Impervious Peak Slope Coeff. Cross slope of Flow Required Station R/L Area Flow S n 2 Z/n d * Qa/La** U /(Da /La) Remarks B2 Bolivar 21 +90 L Evergreen 22 +05 R 0.. - 0:080 0816- -36 2250— .0M6 0 7042 - 3:81 11 0-16 07050- 07016- 36- 2250- 0.06 0 -042- —3787 x '22 0 9 0.034 0.016 48 3000' V SS ate.- f23 * 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 0.09 0.061 7.95 v H V N w G Uh8 Erk Central Valley: School - :: ?''_> HhA 0 (Joins sheet 67) (Joins sheet 85) 7 r 1• SPOKANE JJNTY, WASHINGTON — SHEET N R.44 E. 1 R.45 E. ti Be 8 s8 Prepared by: INLAND PACIFIC ENGINEERING South 25 Altamont Spokane, WA 99202 (509) -535 -1410 EVERGREEN POINT FIFTH ADDITION STORM DRAINAGE ANALYSIS June 20, 1990 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 Fifth Addition. The 'storm drainage facilities on this project will be designed to dispose of runoff from a ten year design storm. This development is within the Aquifer Sensitive Area and is subject to '208' requirements. 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 Fifth Addition is a 2.11 acre, 6 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 3 basins, A, B and J, by the crowns and high points of the various road improvements (see basin map attached). Basins A and B were analyzed as part of the Storm Drainage Analysis for Evergreen Point Third Addition which by reference will be included as part of this report. Basin J includes the impervious area within the right of way of Evergreen Road. 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. BASIN A 68,360 1.570 15,127 .347 B 70,340 1.615 9,260 .213 J 8,322 .191 7,422 .170 By assuming that the time of concentration for Basin J is less than five minutes, the peak flow can be calculated as follows: 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 J requires a curb opening of 7.95 feet. Therefore, four 2 -foot long special curb inlets have been provided. DRYWELLS TOTAL AREA IMPERVIOUS AREA SO. FT. ACRES SOFT. ACRES Qpeak = .90(3.18)(basin impervious area) = .90(3.18)(.170) = .49 cfs The peak flow from Basin J will be disposed of in a Type "A" drywell as shown on the plans. See attached Bowstring Calculations. 208' POND CALCULATIONS Project: Evergreen Point Fifth Addition Date: 20-Jun -90 Designer: SPS Upstream Carryover Accumul. Pond '208' '208' Curb Drop Impervious Storage Storage Storage Type/ Storage Carryover Sub -Basin Station R/L Area Req't Req't Req't Size Provided Downstream / / / / A3 Bolivar 21 +90 L 4050 168.8 168:8 16x18 169 0.0 v ✓ v v 32 Bolivar 21 +90 R 4050 168.8 168. 11x18 1 9 5 _0:0 / J Evergreen 22 +05R 7422 309.3 309.3 16x35 318.3 0.0 1 6 x 1 -x CS 1 0 - Plv X 3) 6 1 45 CURB DROP CALCULATIONS Curb Drop Depression = 2 in. Standard Curb Drop Length = 4 ft. Upstream Gutter Roughness Reciprocal Depth Length '208' Curb Drop Impervious Peak Slope Coeff. Cross slope of Flow Required Sub -Basin Station R/L Area Flou S n Z Z/n d * Oa /La ** 0 /(Oa /La) Remarks / A3 Bolivar 21 +90 L 4050 0.27 `0.050 0.0 1/ 6 2250 0.0 / 7/ 0.051 5.25 Need 2 curb drops / ✓/ V fli / B2 Bolivar 21 +90 R 4050 0.27 0.050 0.016 36 2250 0L 7 0.051 5.25 Need 2 curb drops J Evergreen 22 +05R 7422 0.49 0.034 0.016 48 3000 0.09 0.061 7.95 * 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 CURBING OF EXISTING PAVING TYPE '8' CURE STREET: Evergreen Road DATE: 617/89 PROJECT: Evergreen 3rd BY: EPS 1/2 PAVING WIDTH 24,00 FIELD INFORMATION OFFICE CALCULATIONS STATION CL ELEV EP ELEV CL GRADE DISTANCE CROSS 1/2 PW- MIN CURB MAX CURB PROPOSED SRADE STATION CL TO EP SLOPE DIST CL EP -4,57. -2E CURB EL 1735.02 51.32 51.11 1750.00 51,69 51.59 a 1800.00 53.19 53.10 1850.00 54.72 54.64 1885.09 55.64 55.54 1900.00 55.95 55.77 1950.00 56.77 56.68 2000.00 57.58 57.46 2035.09 58.46 58.38 2050.00 58.91 58.80 2100.00 60.73 60.53 2150,00 62,83 62.58 2200.00 64,82 64,67 2250.00 66,44 66.29 2300,00 67.94 67.70 2350.00 69.40 69.19 2400,00 70.48 70.33 2430,09 71.22 70.96 24504 71,83 71.53 2500.00 73.93 73.79 0.02470 0.03000 0.03060 0.02622 0.02079 11.00 -0.016 11.50 55.64 55.93 55.85 11.00 - 0.008 ' 11,50 .56.55 56.84 56.70 10.50 -0.011 12.00 57.31 57.61 57.60 10.70 -0.007 11.80 58.23 58.53 58.30 0.03018 0.02683 10.50 . -0.010_ . 12.00 58.65 58.95 58.70. .. 0.03640 0.03400 10,50 -0.019 12.00 60.38 60,68 60.40 0.04200 I 04400 11.30 -0.022 11.20 62.46 62.74 62.60 0.03980 04000 11.50 -0.013 11.00 64.56 64.84 64.60 ✓ 0.01640 0.01620 0.02508 0.03240 0.03400 11.40 -0.014 11.10 66.17 66,44 66.30 / 0.03000 9403000 11,00 - 0,022 . 11,50 67.57 67,86 67.80 / 0.02920 9402300 1 -0.019 . 11.30 69.07 69.35 69.20 vi 0,02160 !,'[400 11.70 -0.013 10.80 70,23 70,50 70.40 0.02459 0, 1994 11.40 -0.023 11.10 70.85 71.12 71.00 0.03064 0.03014 11 50 - 0.0 11.00 71.42 71.70 71.60 0.04200 0.02957 10,90 - 0.019. 11.60 50.97 51.26 51.11 10.90 -0.009 11.60 51.45 51.74 51.55 10.90 -0.008 11.60 52.96 53.25 53.10 10,90 -0.007 11.60 54.50 54.79 54.79 11 - 0.009 11.50 55.41 55.70 55.70 12,00 -0.012 ; 10.50 73,70 73.57 73.75 0,02937 0.03100 0,03330 0.02593 0.01006 - 0.01700 0.01800 0.01995 0 .043 00 1735.02 1750.00 1800.00 1850.00 1885,09 1900.00 1950,00 2000.00 2035.09 2050.00. 2100.00 2150.00 2200,00 2250.00 2300.00 2350.00 2400.00 2430.09 2450.00 2500.00 \I E CUC EEh1 _PO t r.l T T+41 -zD Abatt %o 4 r 1.Y P. :812 Prepared For: TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 WRS & Associates P.O. Box 14084 Spokane, WA 99214 Attn: Bill Smith cc: IPEC cc: Spokane County Engineering cc: Spokane County Planning Commission SECOND PLAT CERTIFICATE Effective Date: May 24, 1990 at 8:00 a.m. (continued) r Order No.: JB- 150784M Certificate for Filing Proposed: EVERGREEN POINT FIFTH ADDITION Charge: Tax: Total: In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: A portion of Tract 210 of VERA, as per plat thereof recorded in Volume "0" of Plats, page 30, described as follows: BEGINNING at the Northwest corner of Lot 2, Block 12 of EVERGREEN POINT THIRD ADDITION, as per plat thereof recorded in Volume 19 of Plats, page 3; thence along the Northerly boundary of said EVERGREEN POINT THIRD ADDITION the following two (2) courses: (1) South 00 °43'00" West a distance of 30.00 feet; (2) North 89 °17'00" West a distance of 329.00 feet to the Westerly line of said Tract 210; thence North 00 °43'00" East along said Westerly line a distance of 274.92 feet to the Southerly line of the North 200 feet of said Tract 210; thence South 89 °03'47" East along said Southerly line a distance of 220.00 feet to the Easterly line of the West 220 feet of said Tract 210; thence North 00 °43'00" East along said Easterly line a distance of 20.00 feet; thence South 89 °03'47" East a distance of 94.31 feet; thence South 10 °31'43" East a distance of 75.35 feet; thence South 00 °43'00" West a distance of 189.81 feet to the point of beginning; Situate in the County of Spokane, State of Washington. R fCeVEo JN N 4 690 , $125.00 9.75 $134.75 VESTED IN: ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife, as to an undivided 1/3 interest; WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife, as to an undivided 1/3 interest; and'HAROLD G. ANDERSON, JR., individually, as to an undivided 1/3 interest. EXCEPTIONS: 1. General taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No. Year Amount Billed Amount Paid Principal Balance 45263.0102 1990 $1031.30 2. Liability to future assessments by Vera Irrigation District No. 15. 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: ENCLOSURES: Plat map pds Order No. JB- 150784M Page No. 2 -2ND RPT $00.00 $1031.30 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. TRANSAMERICA TITLE INSURANCE COMPANY 7/ By Jon / B r oyd For sg4vice on this order call: (509) 922 -2222 JOB ID: 013048 45262.9055 THIEL, JAMES F THIEL, JAMES F S 1117 PERRY AVE SPOKANE WA 99202 SPO AUUI1ESS UNKNOWN .O4 WEED 0,000 LAND VAL 10,000 ASSR VAL 176.42 ASMI .04 SASS PROPCODE =0000 26-25-44 N100FT OF S200FT OF W200FT OF E220FT OF 5E1/4 OF NE1 /4 OF NW1 /4 45262.9057 WHEELER, MARY D E 14603 17TH AVE PROP =0000 SPOKANE, WA 99216 - SASS= .03 WEED 101400 10,000 LAND VAL 27,800 IMPR VAL RE= 45262.9058 SARGENT, BRETT & JODI SARGENT, 0 R & J PO BOX 00624 PROP =0000 VERADALE, WA 99037 -0624 SPO ADDRESS UNKNOWN SASS= .07 WEED TD1400 17,700 LAND VAL 26,700 IMPR VAL 44,400 ASSR VAL RE= 783.30 ASMT .07 SASS PROPCODE =0000 26 -25 -44 E200' OF 5165' OF N320' OF NE1 /4 OF NW1 /4 EXC RD PROP =0000 SASS= 701400 1 RE= 26 -25 -44 W91.6' OF E291.6' OF NE1 /4 OF NW1 /4 EXC N170' 45263.0101 HURLEY, DAVID D S 2409 EVERGREEN RD PRCP =0000 VERADALE, WA 99037 -9443 SASS= 1.00 WEED 101400 14,400 LAND VAL 69,200 IMPR VAL RE= VERA N200FT OF W220FT 8210 45263.0102 WRS & ASSOCIATES PO BOX 14084 PROP =0000 SPOKANE, WA 99214 -0084 SASS= 1.00 WEED 101400 58,400 LAND VAL RE= VERA EXC N200FT OF W220FT 8210 SPOKANE COUNTY IREASURER'S FAX ROLL - REAL ESFAIE .. WHEELER, MARY D MORX= FARMERS AND MERCHANTS BANK F 3195 SPO 17TH AVE E 014603 37,800 ASSR VAL 37,800 TAXABLE 666.86 ASMT .03 SASS .00 PAID PROPCODE =0000 HURLEY, D D & J VER EVERGREEN 83,600 ASSR VAL 1,474.87 ASMT ANDERSON, W B & A SPO ADDRESS UNKNOWN 58,400 ASSR VAL 1,030.30 ASMT 1.00 SASS PROPCODE =0000 E 70 JOB ID: 013048 SPOKANE COUNTY TREASURER'S TAX ROLL - REAL ESTATE RD 5 002409 10,000 TAXABLE .00 PAID 44,400 TAXABLE .00 PAID 83,600 TAXABLE 1.00 SASS .00 PAID PROPCODE =0000 58,400 TAXABLE .00 PAID AS W 03/16/90 PAGE 30 11 KM TEXM =UNPD TEXM =UNPD 1E XM =UNPD 176.46 UNPD RE 45262.9056 HELLING, DANIEL LEE " RELLING, DANIEL S 1824 ADAMS RD TERM =UNPD PROP =0000 VERADALE, WA 99037 -9403 SPO ADDRESS UNKNOWN SASS= .43 WEED TD1400 23,500 LAND VAL 23,500 ASSR VAL 23,500 TAXABLE RE= 414.60 ASMT .43 SASS .00 PAID 415.03 UNPD RE DELO RE= 347.46 1987 359.59 1988 417,17 1989 1,124.22 DELO RE PROPCODE =0000 26 -25 -44 SE1 /4 OF NE1 /4 OF NW1 /4 EXC N165FT & EXC E330FT OF S165FT OF N330FT & EXC S100FT & EXC N100Fr OF 5200FT OF ETC. 666.89 UNPD RE 783.37 UNPD RE 1,475.87 UNPD RE PNOT =A ADVA =Y TEXM =UNPD 1,031.30 UNPD RE AS OF 03/16/90 PAGE 3009 JOB . 4526 1U' 4526' 1U' 4526? TD1 4526' TD1 4526? TD 4526_ ID' JOB I6 APPRo ✓EO .9PPRO✓EO lag 22 MM t roy /t. M/o. A. R . tar F. K. /•159floor _ ' Jam! /r2 13 s— M te y ! .3033 ry9SH/M � :rank / SP r. • %h/� /J /e /ed /r .cord .•••• /no IA, /e ••••••• at Me 0. - e / o. d. fir .00...010/ e" I✓✓.3J. /9/0 el / ,..• and eet a/ ,0 /. /re t seed .e•T✓ on p are W BuN ,q! ---.. r...1 ANNesedal //. we 4 - :YERAD NT M i 2.24 22( ]., .. T., r' ' 1 ro 22 1�. I 239 I l ;4 24. j' I a 3! I ”.• / ["a I 1 I 18.46111 503 .s.n_i4 = .. i 'Z sr �a a T.Y. a. .14 Cor Jen 35•61 0 ^, r I _ I e2 I /J •• 1 20 i J . • a— 27 K• 1 r rN �t /66 d) /T I! I. y .�hv� ' la. 1 L /4f Rf I R ,11 1. • I /n 11 113 Y �' t I � 7:�_ — i I A2-3 MA'? , _ I i ` 'sr 2/) : S J 22 I I 2O 212 !r. 1 :lab • R n 33/ I 2 33 ' 233. . 1 `II 5. 2,6 234. • v+ • • ;Ai 3 22 • 4 A TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 Prepared For: Order No.: JB- 150784 WRS & Associates Certificate for Filing Proposed: P.O. Box 14084 EVERGREEN POINT FIFTH ADDITION Spokane, WA 99214 Attn: Bill Smith cc: IPEC Charge: $125.00 cc: Spokane County Engineering Tax: 9.75 cc: Spokane County Planning Commission Total: $134.75 PLAT CERTIFICATE Effective Date: April 24, 1990 at 8:00 a.m. In the matter of the subdivision to be submitted to Spokane County for approval,. this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: Those portions of Tracts 210 and 225 of VERA, as per plat thereof recorded in Volume "0" of Plats, page 30, described as follows: BEGINNING at the Northeast corner of Lot 1, Block 6, EVERGREEN POINT FIRST .ADDITION, as per plat thereof recorded in Volume 18 of Plats, page 75; thence Westerly along the Northerly boundary of said Addition the following three (3) courses: (1) North 89 ° 17'00" West a distance of 125.00 feet; (2) South 86 °20'55" West a distance of 50.15 feet; (3) North 89 °17'00" West a distance of 129.00 feet; thence North 00 °43'00" East along a line parallel with the West line of said section a distance of 150.00 feet; thence North 89 °09'08" West along a line parallel with the South line of said Tract 225 a distance of 160.00 feet to the West line of said Tract 225; thence North 00 °43'00" East along said West line a distance of 270.05 feet; thence South 89 °17'00" East a distance of 329.00 feet; thence North 00 °43'00" East a distance of 30.00 feet; thence South 89 °17'00" East a distance of. 85.00 feet; thence South 00 °43'00" West a distance of 175.00 feet; thence South 89 °17'00" East a distance of 50.00 feet; thence South 00 °43'00" West a distance of 271.59 feet to the point of beginning; Situate in the County of Spokane, State of Washington. RECEIVE MAY 4 1990 Cuuau Engineering VESTED IN: ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife, as to an undivided 1/3 interest; WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife, as to an undivided 1/3 interest; and HAROLD G. ANDERSON, JR., individually, as to an undivided 1/3 interest EXCEPTIONS: 1. Liability to future assessments by Vera Irrigation District No. 15. 2. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: Order No. JB- 150784M 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 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. TRANSAMERICA TITLE INSURANCE COMPANY By te Jo Boyd For service on this order call: (509) 922 -2222 FROM ANGI DIST NOF EAST TO PE 1469E Block 16 Sideline 6/18/90 AUTO INVERSE * * * ** START 5271.30105 .5223.40925 3 3 INV N 0 43 00.0 E 20.0000 5291.29948 5223.65941 4 4 INV S 89 03 47.0 E 94.3100 5289.75732 5317.95680 5 5 INV S 10 31 43.0 E 75.3500 5215.67593 5331.72524 6 6 INV S 0 43 00.0 W 189.8100 5025.88078 5329.35112 7 7 INV 5 0 43 00.0 W 30.0000 4995.88312 5328.97588 8 8 INV N 89 17 00.0 W 130.0000 4997.50915 5198.98605 13 13 INV N 0 43 00.0 E 69.6800 5067.18370 5199.85760 14 RADIAL N 89 17 00.0 W DELTA 49 59 41.0 RT RADIUS 20.0000 TRN 9.3250 L -ARC 17.4515 RADIAL N 39 17 19.0 W RP 5066.93354 5219.85604 15 14 CHORD N 25 42 50.5 E 16.9031 5082.41286 5207.19150 16 TRN @PT N 50 42 41.0 E RADIAL S 39 17 19.0 E DELTA 279 59 22.0 LT RADIUS 50.0000 TAN 41.9628 L -ARC 244.3369 RADIAL S 40 43 19.0 W RP 5121.11117 5175.53014 17 16 CHORD N 89 17 00.0 W 64.2858 5083.21694 5142.91071 18 TRN @PT S 49 16 41.0 E RADIAL N 40 43 19.0 E DELTA 49 59 41.0 RT RADIUS 20.0000 TAN 9.3250 L -ARC 17.4515 RADIAL S 89 17 00.0 E RP 5068.05925 5129.86293 19 18 CHORD S 24 16 50.5 E 16.9031 5067.80909 5149.86137 20 TAN@PT S 0 43 00.0 W 20 INV S 0 43 00.0 W 69.6800 4998.13454 5148.98982 21 21 INV N 89 17 00.0 W 135.0000 4999.82310 5014.00038 22 INV N 0 43 00.0 E 274.8700 5274.67160 5017.43842 23 23 INV S 89 03 47.0 E 206.0000 5271.30308 5223.41088 24 LAT & DEP - 0.00204 - 0.00163 24 HCLOSE S 38 37 06.1 W 0.0026 5271.30105 5223.40925 3 PREC = 1 TO 603735 Area = 76374.38 sq ft 1.75331 ac FROM ANGI DIST NOP EAST TO PE1469E Plat Boundary 6/15/90 AUTO INVERSE * * * ** START 5000.00000 5000.00000 1 1 INV N 0 43 00.0 E 274.9200 5274.89849 5003.43866 2 2 INV S 89 03 47.0 E 220.0000 5271.30105 5223.40925 3 3 INV N 0 43 00.0 E 20.0000 5291.29948 5223.65941 4 4 INV S 89 03 47.0 E 94.3100 5289.75732 5317.95680 5 5 INV S 10 31 43.0 E 75.3500 5215.67593 5331.72524 6 6 INV S 0 43 00.0 W 189.8100 5025.88078 5329.35112 7 7 INV S 0 43 00.0 W 30.0000 4995.88312 5328.97588 8 8 INV N 89 17 00.0 W 329.0000 4999.99821 5000.00162 9 LAT & DEP 0.00179 - 0.00162 9 HCLOSE N 42 11 10.0 W 0.0024 5000.00000 5000.00000 1 PREC = 1 TO 511364 Area = 91879.15 sq ft 2.10926 ac FROM ANGLE DIST NORTH EAST TO block sideline AUTO INVERSE * * * ** START 5271.30105 5223.40925 3 3 INV N 0 43 00.0 E 20.0000 5291.29948 5223.65941 4 4 INV S 89 03 47.0 E 94.3100 5289.75732 5317.95680 5 5 INV S 10 31 43.0 E 75.3500 5215.67593 5331.72524 6 6 INV S 0 43 00.0 W 189.8100 5025.88078 5329.35112 7 7 INV S 0 43 00.0 W 30.0000 4995.88312 5328.97588 8 8 INV N 89 17 00.0 W 315.0000 4999.82310 5014.00052 10 10 INV N 0 43 00.0 E 274.8700 5274.67160 5017.43856 11 11 INV S 89 03 47.0 E 206.0000 5271.30308 5223.41102 12 LAT & DEP - 0.00204 - 0.00177 12 HCLOSE S 41 01 51.1 W 0.0027 5271.30105 5223.40925 PREC = 1 TO 446786 Area = 88030.60 sq ft 2.02090 ac INLAND PACIFIC ENGINEERING CO., INC. South 25 Altamont Street May 16, 1990 Mr. Jerry Sims Spokane County Engineer's Office North 811 Jefferson Spokane, Washington 99260 RE: EVERGREEN POINT FIFTH ADDITION PE- 1469 -84 Dear Jerry: 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 and a signed Fee Agreement. Please call if you have any questions. Thank you. Sincerely, INLAND PACIFIC ENGINEERING CO. Enc. EWC /lld Eric W. Calkins Spokane, Washington 99202 (509) 535 -1410 Engineering • Planning • Surveying • Environmental Analysis RECEIVED MAY 1 7 SPOKANE CC_' "!TY ENGINEER 7 z it' @i] t i., SPOK PMC COU NTY C oust AGREEMENT TO PAY FEES Agreement Number / 7fr09 F j� / This agreement between Spokane County and 13,11 Sni whose interest in the project is develop-Pr this �lO day of _ - , 19�. applicable to the project kno n as: FVE?G/e ilJ fro /NT 5 PUBLIC WORKS DEPARTMENT OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 is entered into This agreement is A az /xm/ That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. Reimburse Spokane County for project review and inspection fees as specified in Board of County Commissioner's Resolution 80 -1592 attachment C, as amended. The fees will be based on actual salary costs incurred by Spokane County for project reviews and / or inspections plus a ten percent administrative charge, and will be billed monthly as accrued. 2. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified above. The monthly billing should be sent to the attention of: WI€s 2e imccia/e s o, /3ox No 8g Sic kart p w g92/<1 I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. By Public Works Building / North 811 Jefferson Street / Spokane. Washington 99260 -0170 (509) 456 -3600 ;:k,ort44.‘*14nbis,44 AR4,44,1<wwitti.teenR9•ISOlvutitsgettottwoniq,444,AA41.44010 b RSAS-2 - , • K OF VV . • • ' Tra p - o op% 1406F SPO1K NE919 l e .:>" , - • LS =-• • 1: I° ni 00 613 6 S UTILITIES DIVISION • N. Bruce Rawls, P.E., Utilities Director January 16, 1996 W.R.S. & Associates, Inc. Attn: Bill Smith. President P.O. Box 14084 Spokane, WA. 99214 Sincerely, Ii lit veldt` (1 es A. Legat, P.E. J ies Engineer cc: Dave Berm Vern Jarvis Washington Trust Bank A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Re: Evergreen Point 5th Addition Sewer Construction Dear Mr. Smith: This is to notify you that the one year sewer construction warranty period for Evergreen Point 5th Addition has been successfully completed. The sewer construction portion of your security (Washington Trust Bank savings assignment number 30 -0030 -621 -7 dated September 7, 1990) in the amount of $1,000.00, is hereby authorized to be released in its entirety. If there are any questions concerning this matter, please contact me at this office. 1026 W. Broadway • Spokane, WA 99260 -0180 • (509) 456 -3604 FAX: (509) 456 -4715 TDD: (509) 324 -3166 UTILITIES DIVISION • N. Bruce Rawls, P.E., Utilities Director December 13, 1995 W.R.S. & Associates, Inc. Attn: Bill Smith, President P.O. Box 14084 Spokane, WA. 99214 Re: Evergreen Point 5th Addition Sewer Construction Dear Mr. Smith: Sincerely, antes A. Legat, P.E. tilities Engineer cc: Dave Berto Vern Jarvis Washington Trust Bank A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director This is to notify you that the Spokane County Utilities Division accepts the Evergreen Point 5th Addition sewer collection system effective January 15, 1995, 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- 0030 -621 -7 dated September 7, 1990) is hereby authorized to be reduced from $2,000.00 to $1,000.00 and is to remain in effect during the warranty period. It will be eligible for release January 15, 1996. If there are any questions concerning this matter, please contact me at this office. 1026 W. Broadway • Spokane, WA 99260 -0180 • (509) 456 -3604 FAX: (509) 456 -4715 TDD: (509) 324 -3166 S P 0 IC A N E ' 3i . axe ;:L t ;• C O U IN UTILITIES DEPARTMENT William R. Dobratz, P.E., Director November 21, 1994 ' W.R.S. & Associates, Inc. Attn: Bill Smith, President P.O. Box 14084 Spokane, WA 99214 Re: Evergreen Point Fifth Addition sewer system Dear Mr. Smith: cc: Dave Berto JAL /rdb C l Sincerely, mes A. Legat ,JP. Acting Utilities Director A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director This is to advise you of the status of the above referenced project. I still hold $2,000.00 for sewer construction warranty (Savings Account Assignment #30- 0030 - 621 -7, dated September 7, 1990) as this system has not yet been accepted for operation and maintenance. Manhole #140/25 near S. 2506 Bolivar Ct. was not properly repaired at last check (3- 8 -94). My file indicated that you were notified 8 -29 -91 that the red brick used for manhole ring adjustment was breaking up. This should be replaced with a standard adjustment ring and re- mortared. When this repair is done, please contact me to have my Department inspect it. If okay, I will accept the system for operation and maintenance, back date the effective date of the warranty period and release the remaining security. If there are any questions concerning this matter, please contact me at this office. West 1026 Broadway Spokane, WA 99260 -0180 (509) 456 -3604 FAX (509) 4564715 TDD: (509) 324 - 3166 I Inland �� Pacific Engineering South 25 Altamont Spokane, Washington 509 535 -1410 99202 TO: Spokane County Engine N. 811 Jefferson Spokane, WA 99260 PROJECT: Evergreen Point Fifth Addition ATTENTION: Gary Nelson Gentlemen: We are sending (X) enclosed ( ) under separate cover copies of the following: Description / / Blueline Prints / / Copy of Letter / / /X/ Original Drawing / / Contract Documents / / / / Work Authorization / / Report / / No. Copies Date Description 1 Mylar Original Road Plans (2 sheets) Requested Action / / Information / / Review & Comments / / Distribution / / Written Approval 4/ Signature & Return / / Remarks Please sign these road plans and let us know when we can Dick them up to make copies. Also, please let us know the bond amount for the public road improvements as soon as possible. Sincerely, INLAND PACIFIC ENGINEERING COMPANY, INC. By: Steve P. Soltys Transmittal TE: July 12, I99O T0: I Inland � Engineering South 25 Altamont Spokane, Washington 509 535 -1410 99202 Spokane County Engineer N. 811 Jefferson Spokane, WA 99260 PROJECT: Evergreen Point Fifth Addition ATTENTION: Gary Nelson Gentlemen: We are sending (X) enclosed ( ) under separate cover Description /X/ Blue - Line Prints / / Copy of Letter / / / Original Drawing / / Contract Documents / / / / Work Authorization / / Report / / No. Copies Date Description 2 Revised Road Plans (2 sheets) 1 Revised Storm Drainage Analysis Requested Action / / Information / / Review & Comments / / Distribution / / Written Approval / / Signature & Return / / Remarks Sincerely, INLAND PACIFIC ENGINEERING COMPANY, INC. By: S-7 Steven P. Soltys Transmittal DATE: June 20, 1990 copies of the following: MINIMUM TOP OF DIKE ELEVATION MINIMUM TOP OF DIKE ELEVATION • FLAT POND BOTTOM ELEVATION TO BE ESTABLISHED FROM LOWEST CURB DROP ADJACENT TO POND FLAT POND BOTTOM ELEVATION TO BE ESTABLISHED FROM LOWEST CURB DROP ADJACENT TO POND CONCRETE CURB ASPHALT PAVEMENT DRAINAGE EASEMENT AS SPECIFIED ON PLAN TOP OF CURB ELEVATION TYPICAL '208' POND WITHOUT DRAINAGE STUCTURE SECTIONAL VIEW DRAINAGE EASEMENT AS SPECIFIED ON PLAN 2' TYPICAL 2' -O" i SECTION A -A TOP OF CURB ELEVATION 4' LONG DROP CONCRETE CURB NORMAL GUTTER ELEVATION DROPPED GUTTER LINE 1" (UNLESS OTHERWISE SPECIFIED) TYPICAL CURB DROP STREET RIGHT OF WAY LINE GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW ' TYPICAL NORMAL GUTTER LINE DROPPED GUTTER LINE v/ / \\ /X\ /X\ /X\ /x A • /\ /2 \\ /x\ STREET RIGHT OF WAY LINE J_ 7' .2' MIN i 3 MAX. Q 1 DRAINAGE STRUCTURE GRATE ELEVATION .2' .5' 3 1 Pr NORMAL GUTTER LINE ELEVATION ASPHALT PAVEMENT GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE CURB DROP NORMAL GUTTER LINE ELEVATION ASPHALT PAVEMENT R/W 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 SPECIFI CATI ON S. TYPICAL CROSS- SECTION 6 X 6 -10/10 MESH IN BASE BOLIVAR COURT 2 TYP. 33.5" END ELEVATION R/W #4 BARS © 8" O.C. IN TOP R/W 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 3 MAX. a �✓ 1 . — a SHAPE GRASS TURF LOCALLY AROUND OUTLET OF STRUCTURE EXISTING ASPHALT 30' 11' + /- C/L 11' + /- 4" CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4 % TO 6 1/4 % ASPHALT ON 4" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. PLAN VIEW 7' 6" SIDE ELEVATION 22.5' TYPICAL CROSS- SECTION EVERGREEN ROAD DEVELOPER'S APPROVAL SIDEWALK WHERE APPLICABLE EXPANSION JOINT 34' 11.5' +/- SLOPE VARIES 2% PERMIT REQUIRE NOTIFY THE PERM T ENG3l t .456 -36® 24 HRS. PRIOR TO CF► (0 / /6fpo DATE R/W TYPE "B" CONCRETE CURB AND GUTTER CURB 3' 9" 3' 9" 4" i 11" EDGE OF SIDEWALK 7' 11" SPECIAL CURB & SIDEWALK INLET 2' 0" PAVEMENT 2' MINIMUM TYPICAL BOTH SIDES OF INLET STRUCTURE NORMAL GUTTER LINE DROPPED GUTTER LINE J Q U ( z c w >- m z o (1)v Z 0 0 0 L 1— z 0 0 w w ce w Lu w J w 0 SHEET 2 OF 2 JOB NUMBER 90015 L1_ 120.00' N 00'43'00" E 120.00' DEDICATION Situate in Spokane County, Washington. A An, I N , 1' - r"A I N 1 itr"1 A 4. 1 . . , A rr rIf— t I lvl'JutNI 1r v1i._vv `fig nL.1LJI 1 I'JI' 27.03' 0 N 1,01 0 S.F. O) 00 2 And they do hereby dedicate to public use forever the streets and roads shown within this plat, including fourteen feet (14 ") of additional right of way for Evergreen Road, as shown hereon. Direct access from individual lots to Evergreen Road is hereby prohibited. No more than one (1) dwelling structure shall be placed on any y one lot; , nor shall. any lot be further subdivided for the purpose of creating additional lots, ownerships ° building sites without first filing and receiving P or 9 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. 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 FIFTH ADDITION and being a replat of a portion of Tract 210 of VERA, per final plat thereof recorded in Volume "0" of Plats, page 30, described as follows: Beginning at the northwest corner of Lot 2, Block 12 of EVERGREEN POINT THIRD ADDITION, as per "plat thereof recorded in Volume 19 of Plats, page 3; thence along the northerly boundary of said EVERGREEN POINT THIRD ADDITION the _following two (2) courses: (1.) S.00•43'00 "W. a distance of 30.00 feet; (2.) N.8917'00 "W. a distance' of 329.00 feet to the westerly line of said Tract 210; thence N.00'43'00 "E. along said westerly line a distance of 274.92 feet to the southerly line of the North 200 feet of said Tract 210; thence S.89'03'47 "E. along said southerly line a distance of 220.00 feet to the easterly line of the West 220 feet of said ;Tract 210; thence N.00'43'00 "E. along said easterly line a distance of 20.00 feet; thence S.89•03'47 "E. a distance of 94.31 feet; thence S.10'31'43 "E. a distance of 75.35 feet; thence S.00'43'00 "W. a distance of 189.81 feet to the point of beginning. S 00'43'00" W 189.81' P.O.B. 1'1,696 S.., . (BASIS OF BEARINGS) N 00'43'00" E 137.93' 134.81' 274.92' 0 RADIAL BEARINGS 0 51.94' 964 S.F. RADIAL BEARING N40`43'19 "E N39 17'19 "W 14' OF ADDITIONAL R/W FOR EVERGREEN ROAD N 00'43'00" E 20.00' 230.08' 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. FND. RR " -SPIKE PER ROS #7809210193 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. 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 of each lot and prior to issuance of a building prior . to sale o ach p g ermit for each permit 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. N. N 00 ro C7) 0 (4 03 CURVE CURVE RADIUS J C1 20.00' 02 20.00' INFORMATION ROY H. NYHOLM W 1 /4 CORNER SECTION 26 SPOKANE COUNTY ENGINEER'S CORNERS NOS. 1466 8 2629 FND BRASS CAP 8 R.P.'S PER FINAL PLAT OF EVERGREEN POINT /_ZZ SCALE: 1" = 50' GRAPHIC SCALE 50 0 25 50 ( IN FEET ) LEGEND FND. 1/2" REBAR W/ YPC STAMPED "MOORE 18091" PER FINAL PLAT OF EVERGREEN POINT (UNLESS OTHERWISE NOTED) SET 1/2" REBAR W /YPC STAMPED "MOORE 18091" AS: O ANGLE POINT IN BOUNDARY — 1 - " LOT CORNER © CENTERLINE MONUMENT WESLEY B. ANDERSON BASIS OF BEARINGS THE BEARING OF N.00'43'00 "E. ON THE CENTERLINE OF EVERGREEN ROAD, AS SHOWN ON THE FINAL PLAT OF EVERGREEN POINT THIRD ADDITION 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 PER WAC 332 - 130 -90 SECTION "C ". DELTA LENGTH 1 TANGENT 1 CHORD 17.45' 9.33' 16.90' 49'59'41" 17.45' 9.33' 16.90' 49'59'41" INLATD PACIFIC EnGINEERIVG South 25 ' Altamont Spokane, Washington (509) 535 -1410 99202 FINAL PLAT OF EVERGREEN POIN'1' FIr'TH ADD BEING A REPEAT OF PORTIONS OF TRACT 210 OF VERA LOCATED IN THE SW 1/4 OF SECTION 26, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON JUNE 1990 MARIE E. NYHOLM ALICE M. ANDERSON SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. Patrick J. Moore, PLS Certificate Number 18091 SPOKANE COUNTY UTILITIES DEPARTMENT Examined and approved this /7 day of .: °'k - , 19 Director, Spokane County Utilities _ SPOKANE COUNTY ENGINEER Examined and approved this d day of , 19 . Examined and approved this 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 shown hereon. IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hands this . ''day of , 19 Examined and approved this , , day o This plat was approved and accepted by the County Commissioners of Spokane do hereby certify that all taxes which have been levied and become chargeable, . inst th and shown wit in this map have been fully paid this irt ay .of , 19 �.. County of Spokane On this day personally appeared before me ROY H. NYHOLM and MARiE E. husband and wife, and WESLEY B. ANDERSON and ALICE M. ANDERSON, hus 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 Spokane County Engineer SPOKANE COUNTY PLANNING DEPARTMENT SPOKANE COUNTY HEALTH DISTRICT SPOKANE COUNTY ASSESSOR SPOKANE COUNTY COMMISSIONERS ACKNOWLEDGMENT SPOKANE COUNTY TREASURER Notary Public in and for the St Washington, Residing ; at .Spokan. Director, Spokane County Planning for Spokane County Health (Mc Spokane', County Assessor by Deputy Chairman, Spokane County Commissioners' Spokane County Treasurer by puty CURVE 1 RADIUS 1 LENGTH 1 TANGENT 1 CHORD 1 DELTA 131 20.00' 18.93' 10.24' 18.23' 5413'27" C1 20.00' 17.45' 9.33' 16.90' 49'59'41' R2 20.00' 18.93' 10.24' 18.23' 54'1 3'2t C2 20.00' 17.45' 9.33' 16.90' 49'59'41' 2070 LEFT CURB 2060 2070 C/L 2060 2070 RIGHT CURB 2060 w z 1z w (x.l •COUNTY DATUM N.00'43'00 "E. 1 20 COUNTY BM NO. 115 SE CORNER OF TOP CONCRETE STEP AT 13815 E. 32ND AVENUE NW CORNER EVERGREEN AND 32ND AVE. ELEV.= 2013.674 20 2 r • 1• Y POND E —a ° 11 0 < 3 1 0_ (0 N rn O + N r) 1• - Sn N 1POND Al V. 20 +35.09 21 BOLIVAR CT. _ 21 +55.09 . B1 I 0 u +.0200 u PLAT BOUNDARY 1" O (NI 11' +/- 21 U :qv INiy 1 elW I !DJ MIN 50' �. IMMERIMOMMEM �1�i f vim o • 0 34' 1 EMINOMME . I�>�f3 ��[ice 1h ©L)• MI■11∎111 r`�C INQM// ii ∎IL,11 .l nhlfl J /INg%° SEINIPZ11 RIIIMEMEIMINIMI 'n . ro>•■tac:.im -r. 0300 N + u„ 0 • 24 f 1 11 • M_i MEMO I INTO � C:r1i[1::1G:�rfiI; N > � �11111111 M - • I�)ill�n��R�f1h�L +��_ j -_ • 11 •_ - 1A .1. u1 21 +55.09 22 1 :® 85.00 POND J POND A3 E9.65 L L..J POND 82 6 22 21 22 rn r) N > 11 EVERGREEN ROAD 23 1 G co B 22 +78.39 1n In X1.4 + o +.0300 UJ N N FfiA cfl �71`14•.1.I� _ �n�ar� rn r) 2 d rn +z N 1.1 N U 137.93' 23 EXISTING EDGE OF ASPHALT 24 24+30.01 25 ■- -15' TRANSITION LIMIT OF NEW ASPHALT — 1 51.94' O c0 U N) • • J PLAT BOUNDARY • .. I .0200 . - ��.�_., O ci • TOP OF ° CURB 0 O 1 NOTE: EXISTING UTILITIES TO BE RELOCATED WHERE NECESSARY PRIOR TO CONSTRUCTION. 26 26 +60.09 = SI 1 W z 1— N CURVE TABLE N + a " [AIM K1• .0200 11 I1 ►� 0 (1./° U • POND A3 BOTTOM EL= 2061.81 22' r .. _ . 03 col II II 1 i i 1 CURB DROP STA. 21 +85, 21 +95 CURB DROP STA. 21 +85, 21 +95 1 • 1 1 • I T I ) 22' POND B2 BOTTOM EL= 2061.81 In -Lift N N • c0 MO • _1- rn .- O 21 .. W +.0400 . .• . N O N N 22 TYPE "8" CURB AND GUTTER • I I ® :- � _ � I 35' N I— J 41' E �) _ a cot r. / / J 1 . . DEVELOPER'S APPROVAL CALL BEFORE YOU DIG 456 -8000 1 I . .. N N 23 POND J BOTTOM EL. = 2062.30 INSTALL SPECIAL CURB & SIDEWLK INLETS (SEE DETAIL SHEET) STA. 21 +90, 21 +95, 22 +00, 22 +05 INSTALL SPO.CO. STANDARD TYPE "A" DRYWELL WITH TYPE 3 METAL FRAME & GRATE GRATE EL. = 2062.80 • 24 6/i/90 DATE o , . . • . — n O i F.-- -I- •11 .� - ' . 7 N N WNW • V . . • N . • 2070 C /L 2060 2070 RIGHT CURB 2060 0 rn N ti J J a 0 0 0 0 ■ z 0 w 1r >- m 0 SHEET 1 OF r 2 JOB NUMBER 90015 LL LL Z O 0 0 Z Q W 0 w Ic I..f... It > 0 W m W N W NO. RADIAL BEARING 1 N40'43'19 "E 2 N3917'19 "W 4t/e/41( LIJ LIJ l.L ti - 7 r . ‘.../ ' \ J 1 1 L I.J L I J T[) T r) 0r 1 I \r \ ' 1 2_ } 0 0 rn LIJ CV 0 0 o L IN 120.00' N 00'43'00" E 120.00' DEDICATION Situate in Spokane County, Washington. ti `1 \J \J s 00 W 30.00' 0 ' [) A r1..1_. ') '1 I % 1 1\ n v 1 ' 1 lJ O co z A Af• I In1TA INI /Ir1A/ IVI \JL)IN 1/ - 111V VIL_VV 85.00' 27.09' L 41' J DRNG. ESM 1 O 11,442 S.F. ro - /22' RNG. ESMT. O O O (, to 1 (BASIS OF BEARINGS) N 00'43'00" E \J 1 N 00 E 274.92' 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 FIFTH ADDITION and being a replat of a portion of Tract 210 of VERA, per final plat thereof recorded in Volume "0" of Plats, page 30, described as follows: Beginning at the northwest corner of Lot 2, Block 12 of EVERGREEN POINT THIRD ADDITION, as per plat thereof recorded in Volume 19 of Plats, page 3; thence along the northerly boundary of said EVERGREEN POINT THIRD ADDITION the following two (2) courses: (1.) S.00'43'00 "W. a distance of 30.00 feet; (2.) N.8917'00 "W. a distance of 329.00 feet to the westerly line of said Tract 210; thence N.00'43'00 "E. along said westerly line a distance of 274.92 feet to the southerly line of the North 200 feet of said Tract 210; thence S.89'03'47 "E. along said southerly line a distance of 220.00 feet to the easterly line of the West 220 feet of said Tract 210; thence N.00'43'00 "E. along said easterly line a distance of 20.00, feet; thence S.89'03'47 "E. a distance of 94.31 feet; thence S.10'31'43 "E. a distance of 75.35 feet; thence S.00'43'00 "W. a distance of 189.81 feet to the point of beginning. And they do hereby dedicate to public use forever the streets and roads shown within this plat, including fourteen feet (14 ") of additional right of way for Evergreen Road, as shown hereon. Direct access from individual lots to Evergreen Road is hereby prohibited. 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. 1 37.93' AI 4. I, . A I1r\ ITIr1N 1 g, , / L./ 1 I\JI N 274.92' EVERGREEN 16 �i DRNG. � r 2 L ESMT. 25.549.68 , 11,017 S.F. O O 'N a) co z P. 0.B. CO c O 10' WIDE UTIL. ESMT. 2 11,696 S.F. N 00'43'00" E 123.30' C 2 BOLIVAR 25.5 9..68 I \ O COURT J.- 03 N 5 N 11,014 S.F. 85.00' S 00'43 00 W 134.81' 189.81 • �t9 3 14,964 S.F. N 00 °43'00" E 100.95 R 10' WIDE UTIL. ESMT. 4 16,242 S.F. /r - ED A V L_ I \ r1 14' OF ADDITIONAL 51.94' _ R/W FOR EVERGREEN ROAD N 200' 16 O O O O c -- 0 0 CNi N N) O 7 5,35 75- w 0 RADIAL BEARINGS 0 ROAD 230.08' 0 N N 1 O cn N 00 E 20.00' 0--9- 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. 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 drywelis, as shown on the approved road plans, located in said public drainage easements. 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. J 30' FND. RR SPIKE PER ROS #7809210193 • W CURVE INFORMATION W 1/4 CORNER SECTION 26 SPOKANE COUNTY ENGINEER'S CORNERS NOS. 1466 8 2629 FND BRASS CAP 8 R.P.'S PER FINAL PLAT OF EVERGREEN POINT ROY H. NYHOLM i t i p WESLEY ,B. ANDERSON SCALE: 1" = 50' GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) HAROLb ? G. ANDERSON, At LEGEND FND. 1/2" REBAR W/ YPC • STAMPED "MOORE 18091" PER FINAL PLAT OF EVERGREEN POINT (UNLESS OTHERWISE NOTED) SET 1 /2" REBAR W /YPC STAMPED "MOORE 18091" AS: O ANGLE POINT IN BOUNDARY •1 LOT CORNER © CENTERLINE MONUMENT BASIS OF BEARINGS THE BEARING OF N.00'43'00 "E. ON THE CENTERLINE OF EVERGREEN ROAD, AS SHOWN ON THE FINAL PLAT OF EVERGREEN POINT THIRD ADDITION 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 PER WAC 332 - 130 -90 SECTION "C ". CURVE 1 RADIUS 1 LENGTH 1 TANGENT 1 CHORD 1 DELTA C1 20.00' 17.45' 9.33' 16.90' 49'59'41" C2 20.00' 17.45' 9.33' 16.90' 49'59'41" 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 shown hereon. IN WITNESS WHEREOF, the aforesaid owners have hereunto `., - "clay of �; �,, !:/ , 1 g �'� • MARIE E. NYHOLM FINAL PLAT OF EVERGREEN POINT FIFTH ADDITION BEING A REPEAT OF PORTIONS OF TRACT 210 OF VERA LOCATED IN THE SW 1/4 OF SECTION 26, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON JUNE 1990 J ALICE M. ANDERSON set their hands this INLAND PACIFIC ENGINEERING South 25 Altamont Spokane,Washington (509) 535 -1410 99202 This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. Examined and Examined and Examined and County of Spokane approved STATE OF WASHINGTON) ) ss SURVEYOR'S CERTIFICATE SPOKANE COUNTY UTILITIES DEPARTMENT approved this /7 fAi day of SF° g Director, Spokane County Utilities SPOKANE COUNTY ENGINEER this i : day of 9069 /,o4W Patrick J. Moore, PLS Certificate Number 18091 Spokane County Engineer SPOKANE COUNTY PLANNING DEPARTMENT approved this . ' day of - - Director, Spokane County Planning Department SPOKANE COUNTY HEALTH DISTRICT Examined and approved this PP : ( 3:day of l;iivJA4 19 V. f � for Spokane County Health Officer SPOKANE COUNTY ASSESSOR Examined and approved this ,'7 day of ,;;, .., 4, ' , 19 • SpokaneCounty Assessor by Deputy SPOKANE COUNTY COMMISSIONERS This plat was approved qnd accepted by the County Commissioners of Spokane County, Washington, on this :1 ' day of ).s , ' 19c# T , 19. , 19 .�. Chairman, Spokane County Commissioners S i O',' 63t./ SPOKANE COUNTY TREASURER I do hereby certify that all taxes which have been levied and become chargeable oginst th land shown wit in this map have been fully paid this ril of • l.,4, k Spokane County Treasu er by Deputy 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 4 day of ' / %-7 'Notary Public in and for the State of Washington, Residing at Spokane ge. MINIMUM TOP OF DIKE ELEVATION MINIMUM TOP OF DIKE ELEVATION FLAT POND BOTTOM ELEVATION TO BE ESTABLISHED FROM LOWEST CURB DROP ADJACENT TO POND 3 MAX. � DRAINAGE STRUCTURE GRATE ELEVATION 5' 3� 1 CONCRETE CURB .2' MIN .2' MIN. FLAT POND BOTTOM ELEVATION TO BE ESTABLISHED FROM LOWEST CURB DROP ADJACENT TO POND ASPHALT PAVEMENT DRAINAGE EASEMENT AS SPECIFIED ON PLAN TYPICAL '208' POND WITHOUT DRAINAGE STUCTURE SECTIONAL VIEW ONO 2' TYPICAL TOP OF CURB ELEVATION DRAINAGE EASEMENT AS SPECIFIED ON PLAN TYPICAL 1 208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW 2' —O" SECTION A—A \ ',\\\ \ ,\\ . 4' LONG DROP GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE TOP OF CURB ELEVATION (UNLESS OTHERWISE SPECIFIED) CONCRETE CURB NORMAL GUTTER ELEVATION DROPPED GUTTER LINE /.\ / /. / TYPICAL CURB DROP STREET RIGHT OF WAY LINE 2' TYPICAL 7' NORMAL GUTTER LINE DROPPED GUTTER LINE STREET RIGHT OF WAY LINE CURB DROP NORMAL GUTTER LINE ELEVATION ASPHALT PAVEMENT 7' CURB DROP GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE NORMAL GUTTER LINE ELEVATION ASPHALT PAVEMENT R/W 6 X 6 -10/10 MESH IN BASE 50' RIGHT OF WAY BOLIVAR COURT 2' 0" END ELEVATION R/W 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 #4 BARS ® 8" 0.C. IN TOP SET PRECAST CONCRETE TOPS ON MORTAR BED, THICKNESS AS REQUIRED, TO MATCH ADJACENT SIDEWALK R/W SHAPE GRASS TURF LOCALLY AROUND OUTLET OF STRUCTURE BROOMED FINISH EXISTING ASPHALT 4" CLASS "B" ASPHALT CONCRETE CONTAINING - 5 3/4 % TO 6 1/4 % ASPHALT ON 4" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. THIS SECTION OF SIDEWALK AND /OR CURB TO BE INSTALLED AFTER INSTALLATION OF INLET STRUCTURE 3 MAX. 30' 11' +/— 3' 9" C/L EDGE OF SIDEWALK 11' +/— EXPANSION JOINT PLAN VIEW 7' 6" WArr 1/4" PER FOOT SLOPE 7' 11" SIDE ELEVATION 22.5' 34' IVAofiiiiii • TYPICAL CROSS - SECTION EVERGREEN ROAD SIDEWALK WHERE APPLICABLE 11.5' +/— SLOPE VARIES 3' 9" SPECIAL CURB & SIDEWALK INLET 5.5' 2% R/W TYPE "B" CONCRETE CURB AND GUTTER CURB //— 2 0" Pr PAVEMENT 2' MINIMUM TYPICAL BOTH SIDES OF INLET STRUCTURE NORMAL GUTTER LINE DROPPED GUTTER LINE r 0 to cn a cn 3 w (i d 0 -SHEET OF 2 1 ( V) z 0 0 5 w } m 0 0 z z 0 F=- 0 0 E -- ll F- _z 0 I- W J 0 JOB NUMBER L 90015 CURVE 1 RADIUS 1 LENGTH I TANGENT 1 CHORD 1 DELTA R1 20.00' 18.93' 10.24' 18.23' 5413'27` C1 20.00' 17.45' 9.33' 16.90' 49'59'41' R2 20.00' 18.93' 10.24' 18.23' 5413'27' C2 20.00' 17.45' 9.33' 16.90' 49'59'41' s1l &U, A_ •re1•1 a MEM LEFT CURB 2050 RIGHT CURB 2060 lam r- 0 .. r. astom 1 m mwdmi vsasialma to RISHIM 7, `d�FAun}'1 _ Si Il9r � I��ii�i•�lG�fi I ! at WE T. 1in>iECANIM[ilMAIMINIfiV(MINI - Ml•11•11NO•111NtMEGyC'••__F1•1011• -� ��ti1C� -■ �! - 41_..n..ir . ■ v = -- r,.� 1.0200 +.0340 +.0280 ,COUNTY DATUM N.00•43'00 "E. 20 COUNTY BM NO. 115 SE CORNER OF TOP CONCRETE STEP AT 13815 E. 32ND AVENUE NW CORNER EVERGREEN AND 32ND AVE. ELEV.= 2013.674 11' +/- 21 1 1 f 34' 24 `_POND A2 u I� �--� 1 21 BOLIVAR CT. p Bt 21 +55.09 11 I l POND 11 1 Q1 PLAT BOUNDARY —/ 21 +55.09 EVERGREEN ROAD 22 23 22 23 EDGE / —EXISTING OF ASPHALT 24 24 +30.01 25 15' TRANSITION LIMIT OF NEW ASPHALT PLAT BOUNDARY NOTE: EXISTING UTILITIES TO BE RELOCATED WHERE NECESSARY PRIOR TO CONSTRUCTION. 26 26 +60.09 = SI 1 CURVE TABLE 1 ' 2 POND BOTTOM EL. 22' f— 16 Q' I CU 'B DROP STA. 21+85, 21+95 C RB DROP STA. 21 +85, 21 +95 r � 10°611:9_:(\/ ! 1I \ ! 22' POND BOTTOM EL 21 =-24)6 r r CALL BEFORE YOU DIG 456 -8000 22 TYPE "6" CURB AND GUTTER 23 POND J BOTTOM EL. = 2062.30 L I . INSTALL SPECIAL CURB & SIDEWLK INLETS (SEE DETAIL SHEET) STA. 21 +90, 21 +95, 22 +00, 22 +05 41' —! 35 _.._.._..j INSTALL SPO.CO. STANDARD TYPE "A" DRYWELL WITH TYPE 3 METAL FRAME & GRATE GRATE EL. = 2062.80 DEVELOPER'S APPROVAL DATE 24 2070 C/L 2060 2070 RIGHT CURB 2060 0 N 10 a U it; o 0 1 cr' tio 4 VI (o t✓ z 0 H 0 0 z 0 < cc 0 w m 0 0 w w cc F— SHEET 1 OF 2 JOB NUMBER J \ 90015 , O c ° CO cn 150.00 N00 °43'00 "E 80.00 B(OCIV 0,- f 0 0 PON F - 80.00 • 0 CO z 0 0 u !\I 70.00 NI NE / J 95.08 POND' r" N T 8 0.0 0 CO z �OLiV R 298.50 I 8 7.50 - Pct\I-t 1- 0 O L 87.50 0 O' ti N00 • 43'00'E N00 43'00" N00 43'00 "E N O 0 u; -17 "1 E co u ROAD in -- 1 0 76.59 %- / BL.9 z 87.50 '� , 87.50 - S 0 0 43'00"W 2 7 1.5 9 96.59' 0 0 0 0 0 m co EVERGREEN ROAD z 65.00 1 .4 . _ Ai' rTlor•4 ITO> O • J � co p A? � _J w _e ?GRt / woe 4 Ps 70•11:) 75.00 1 75.00 5 : 1 75.00 Ponta H 4. 5' 25? 0 o �,�00 43 " W O O 120.00 in 0 0 0 r W J W f- O O d 95.00 O 0 cn co 0 c N 00° 43 00 "E 125.00 O co 1.25.00 c 0 0 CO • row Eelpse F®9._ s- N NO c C CHORD 28.28 42. 43 DELTA 90'00' 00 90'00' 00 RADIUS 20. 00 30.00 DRAINAGE STRUCTURE TOP OF CURB ELEVATION GRATE ELEVATION SHEET 3 oF .2' MIN. 3 1 MINIMUM TOP OF DIKE ELEVATION MINIMUM TOP OF DIKE ELEVATION FLAT POND BOTTOM ELEVATION TO BE ESTABLISHED FROM LOWEST CURB DROP ADJACENT TO POND FLAT POND BOTTOM ELEVATION TO BE ESTABLISHED FROM LOWEST CURB DROP ADJACENT TO POND CONCRETE CURB ASPHALT PAVEMENT DRAINAGE EASEMENT AS SPECIFIED ON PLAN TYPICAL '208' POND WITHOUT DRAINAGE STUCTURE SECTIONAL VIEW DRAINAGE EASEMENT AS SPECIFIED ON PLAN TOP OF CURB ELEVATION 2 TYPICAL TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW 2' -0" SECTION A-A GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE 4' LONG DROP 3 MAX. .5' 1[:/' ilr,.�h' dr,.rlr..ilt.alwir ah.. alb CONCRETE CURB NORMAL GUTTER ELEVATION DROPPED GUTTER LINE 1" (UNLESS OTHERWISE SPECIFIED) STREET RIGHT OF WAY LINE 2' TYPICAL 1 NORMAL GUTTER LINE STREET RIGHT OF WAY LINE CURB DROP ELEVATION GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE AIM% ■S/ /ICI // 'AY \///\\\\ / A TYPICAL CURB DROP DROPPED GUTTER LINE NORMAL GUTTER LINE ASPHALT PAVEMENT CURB DROP NORMAL GUTTER LINE ELEVATI ON ASPHALT PAVEMENT R/W 6 X 6 -10/10 MESH IN BASE 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 BOLIVAR COURT END ELEVATION R/W #4 BARS ® 8" O.C. IN TOP R/W SET PRECAST CONCRETE TOPS ON MORTAR BED, THICKNESS AS REQUIRED, TO MATCH ADJACENT SIDEWALK SHAPE GRASS TURF LOCALLY AROUND OUTLET OF STRUCTURE EXISTING ASPHALT 30' 11' + 4" CLASS "B" ASPHALT CONCRETE CONTAINING — 5 3/4 % TO 6 1/4 % ASPHALT ON 4" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. THIS SECTION OF SIDEWALK ---._� AND /OR CURB TO BE INSTALLED AFTER INSTALLATION OF INLET STRUCTURE BROOMED FINISH MAX. " 1 1 " C AV AA TYPICAL CROSS - SECTION EVERGREEN ROAD 3' 9" E DGE OF SIDEWALK 1' + 22.5' SIDEWALK WHERE APPLICABLE EXPANSION JOINT l► PLAN VIEW 7' 6" 1/4" PER FOOT SLOPE 7' 11" SIDE ELEVATION 34' 11.5' + SLOPE VARIES 3' 9" 2 SPECIAL CURB & SIDEWALK INLET 5.5' 2% R/W TYPE "B" CONCRETE CURB AND GUTTER CURB 0/— 2' 0" ti* PAVEMENT 2' MINIMUM TYPICAL BOTH SIDES OF INLET STRUCTURE NORMAL GUTTER LINE DROPPED GUIILR LINE 0 rn 0I- Z 0 z 0 0 re m 0 0 - Z� 0 01 N C0 CNI cn a ' of 0 0 0. 0 O a ai rj to 0 w z 0 J Q 0 CURVE 1 RADIUS 1 LENGTH 1 TANGENT 1 CHORD 1 DELTA R1 20.00' 18.93' 10.24' 18.23' 5413'27" C1 20.00' 17.45' 9.33' 16.90' 49'59'41" R2 20.00' 18.93' 10.24' 18.23' 5413'27" C2 20.00' 17.45' 9.33' 16.90' 49'59'41" 2070 LEFT CURB 2060 2060 2050 C/L 2070 RIGHT CURB 2060 q 4c d N.00'43'00 "E. 0 =o1 = =- 20 • COU N TY DATUM COUNTY BM NO. 115 SE CORNER OF TOP CONCRETE STEP AT 13815 E. 32ND AVENUE NW CORNER EVERGREEN AND 32ND AVE. ELEV.= 2013.674 11 11 11 II 20 -Y /4 - !rrOND Al % = = = = 120 +35.09 BOLI VAR 1 /".%"77. 1._11 1 21 +55.09 _JjoND B1 • =m=- - = = 21 22 21 CT. PLAT BOUNDARY 21 • 34' 24 1 38 11' +/- 21 +55.09 EVERGREEN 1 ®•$5.00'1 LL.._ 1 POND J POND A3 rt -- i - 1 19.6 22 Is.si , c� L_J POND B2 22 B IL 22 +78.39 F ‘.. 11.4 ROAD 23 E 0 137.93' 23 0 EXISTING EDGE OF ASPHALT 24 —.) 51.94' 24+30.01 25 LIMIT OF NEW ASPHALT J PLAT BOUNDARY 26 26 +60.09 = SI 1 CURVE TABLE POND A3 BOTTOM EL.= 2062.06 18' 7_17 ,• 12' i l ._ I i 1 • CURB DROP @ 21 +90 POND B2 BO ` OM EL.= 2062.06 � . ° I -1 I 1 1 CURB DROP ® 21 +90 :611111.11.11111.111111111PIIV A III 0.111111111111111.111111 50' III MINIMIN11111•110111 •111•111•1111111M111111 waimisimati M= =MIN ViIIIIM-PIIIII!`Iri' - fiiiiiaJ •• tr��[• �'iHL•.•�w� i�i�`I •• �avl�Ii?ril_tll•!� M�a`Il�� t%1t�ti�lltii•s7L' : ?V • •• �11�i� f' RINIMIIIIINIMININICI101111111111 -- Affill•Illmommirawnreamorsi V l_ rh.. I�l7 ��i1 _ I A � MA ilii�~ 11•r ummoll am " , IN •IMIIIWMGIMI simaaanwiiikammamm mummam IfSic��1 _ �•m.._.in �.- ._ ■ : • NONNI ..�ex�.�zrl w1•e=1111Ewtr� - ' 11111111111111 MINN •••11111.11111•1••1111•111. 1:4•111•1•1•11111M=11••11 IM 11111111i11611411•111110111111114 1 •. 1E11•111C �C•� rwrglmnima+u IIIMIWtrMMIL• =iaN11•111 C�lii_i�P�; l_lfir L. • sMI -�- .- 1111111•1•1•11111111111M1111111McAINNI>w t r . 1 • o o m u I . i- ©■ w ( _ lia —' r •G'' —111r=11111s =� z M - ■ffi II Ai s 141111 IS •D ZE1111111= © 3 • 0 _A p F' 111111•11111slL•I11111111111 0.11•IMEN1 'W1111111111• — TI1111111Ib11=1111 Ir t - . --,. 4 =111111=1:1111111Megame ar.1_ ttt•�Lre]E��[•�� NigL•i4L•i>ti t ..IL>Jl+ILm•1•1_.l1•1111•• t� 1•11•11S1.111111r.1F's•J. 4 • t1111111111111111fti-_iit »Mird 1d_.iFh_ 1 M - Wswev7MnAINII Ltt� - ;. t l a�� ∎ t_:1 ®�i1 •0111111111/ MINIMS t111•1111111•IMM ?IaiI•RI ©•11111111111111111111111 •11■1•11111ff r ® y = i .> 7f •�7 .. . •• dB .. iraimmmimmajif 1 F ® Alll N r MOMMEW MOM — 1111 ff MIK Ilk mom / =_JM_J =mom .law lip= MINIM■/11111111111 - 1/1 NM simmomom MiiiIiiimmt airi la.- Illialliiiiiiiiiiiiiiiii'' ■IIIII 'AMMI milogni MIIIIIIIIIIIIMIPM .� • _ 1L - O tit A _ _EE mum 0 imigiimiii miliiiiiiimminms �;C�r4uI'� ® tom -�� ���; _Ma_ r.1111111aa ININII ■_•• ctLu•miliiiiiiitiiiiiiim , I. .SIIIIIIMIwIMONI.••MIIIIt• MIIIIIIICRIMIN tai 'x• - �t� �'�� � 1 o `" 1 to r r1��� .' i � ter,► milito � 4 , NNIIIIII _ AEI 111111111111■11..1 1111•111111111M11•1 M1111111■44•11•111 rtLM111111=11111tt•/ ∎■ ''_tV■11 1111111■1111111111•1111M111111M1111111111111 gimmogimm "/ 111111111111■1./ " F.' - — /Z , M ilw• t•: _ 1::407 1 •IIIIIII4Al t, —f11111111111 1111L, !% fit 111111111_ MEL t• 1111111•1•11%O simmi MOM 21 CALL BEFORE YOU DIG 456 -8000 22 TYPE "B" CURB AND GUTTER DEVELOPER'S APPROVAL DATE POND J BOTTOM EL. = 2062.30 NSTALL SPE NLETS (SEE L. _.._.. 35_ GRATE EL. = 2062.80 41' INSTALL SPO.CO. STA ARD TYPE "A" DRYWELL 1`y ". •.__ RAME &� �< CIAL CURB & SIDEWLK DETAIL SHEET) f 1 24 ATE tAL. 2070 C/L 2060 2070 RIGHT CURB 2060 U N i 0 0 ct J 0 0o LL. C� Sri ~ U) 0 0_ ` W to w OC 11.1 > 0 0 V) 0 0 N /' 0 c w W z O tn c 0 0 - f SHEET 1 of 2 JOB NUMBER 90015 NO. ` RADIAL BEARING 1 N40'43'19 "E 2 N3917'19 "W 7 Ld LIJ 1.1_ e lJ LIJ LI 1 \r-" i 1 H 0 0 0) 0 0 d L N 120.00' d- N 00'43'00" E 120.00' DEDICATION N O z 1 0 O tri M S 00'43'00" W\ 30.00' I 85.00 1 27.09' DRNG. ESMT. in 18' tor 25.5469.6 �hl't"A INI /I rIAi t11v !/'�IIV. VILvv 274.92' N . 00'43'00" E 1 11,442 S.F. 5.00' Z. DRNG. ESMT. I G'I P.O.B. thence ` -Y° along the northerly boundary of said EVERGREEN POINT THIRD ADDITION the following two (2) courses: (2 1.) S.00 °43'00 "W. a distance of 30.00 feet; .) N.89'17'00 "W, a distance of 329.00 feet to the westerly line of said Tract 210; thence N.00 °43'00 "E. along said westerly line a distance of 274.92 feet to the southerly line of the North 200 feet of said Tract 210; thence S.89'03'47 "E. along said southerly line a distance of 220.00 feet to the easterly line of the West 220, feet of said Tract 210; thence N.00 °43'00 "E.. along said easterly line a distance of 20.00 feet; thence S.89't 47 "E. a distance of 94.31 feet; thence S10 °31'43 "E. a distance of 75.35 feet; thence S.00 °43'00 "W. a distance of .189.81 feet to the point of beginning.. Situate in Spokane County, Washington. And they do hereby dedicate to public use forever the streets and roads shown within this plat,, including fourteen feet (14') of additional right of way for Evergreen Road, as shown hereon. more than one dwelling structure shall be laced on any `tot; nor No m 1 {) g P Y one 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. Until property to the south and east is PP _ P P subdivided, - agricultural: pursuits exists that may cause odors, dust, sprays and noise. (BASIS OF BEARINGS) S 00'43'00" W KNOW ALL MEN BY THESE PRESENTS, that ROY H. NYHOLM and MARIE E. NYHOLM husband ' and wife; WESLEY ` B. ANDERSON and ALICE M. ANDERSON, husband and wife and HAROLD G. ANDERSON, JR., individually, have caused to be platted into Lots, ' Blocks, and Streets, the land shown hereon, to be known as EVERGREEN POINT FIFTH ADDITION and being a replat of a portion of Tract 210 of VERA, per final plat thereof recorded in Volume "0" of Plats, page 30, described as follows: Beginning innin at the northwest corner of Lot 2, Block 12 of EVERGREEN P OINT THIRD ADDITION, per final plat , recorded in Volume 19 of Plats, page 3� 137.93' 1 0' WIDE UT1L. ESTM. 2 11,696 S.F. N N 00'43 °00" E � 123.30' N e BOLIVAR 0 25_54 9.68 1 �®COURT 18 � ��`h DRNG. `,.�___ •- ESMT. 0 0 11,017 S.F. tO c co cN 04 11,014 S.F. 134.81' s 00 00 W 189.81' 1 1 \ r ^1 . 1 l A 4.k A r1 r1 1 T i /Th. N `1' u i, r 1-/ 1 1 1 V.) co � M 274.92' ti r- ��LJ 3 51.94 14,964 S:F. N 00 °43'00" E 100.95'(R) c 9 � l h Oy 10' WIDE , UTIL. ESMT. i 4 16,242 S.F. , 5\ cJ' ° �� J F EVERGREEN ROAD 5.35 43 10 °31 3 75 5 V L I \f"1 o . 14' OF ADDITIONAL R/W FOR EVERGREEN ROAD W 0 w N 00 E I f 20.00' t3-®. N 0) V 0) N N , \ N Q RADIAL` BEARINGS Q N 200' 230.08' 0 N FND. RR SPIKE PER ROS #7809210193 A public sewer system will be made available for the plat and individual service wily 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. ert P R P P Y . i I not prohibit the owners or successors this condition shall rs from o p h o objection to any assessment(s) on the property as a result of improvements , for in conjunction with the formation of a 'ULiD by either petition or rresolution method under R.C.W. Chapter 36.94. 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 systoles. 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 drywelis, as shown on the approved road Tans, located in said ;public drainage easements. The P ublic water system, pursuant to the WATER PLAN approved by County and State health authorities, the local fire protection district, Spokane County li (purveyor) � Building & Safety Department, and. the water supplier {Pu eyor) wi 1 1 b e installed within the lat, and the subdivider/sponsor will pprovide for P 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 P 9 P lot. Use of p rivate ,;;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. qq � J W 1/4 CORNER SECTION 26 SPOKANE COUNTY ENGINEER'S CORNERS NOS. 1466 8 2629 FND BRASS CAP 8 R.P.'S PER FINAL PLAT OF EVERGREEN POINT SCALE: = 1 = 50 GRAPHIC SCALE 50 0 25 50 li•' CURVE INFORMATION ( IN FEET 100 LEGEND FND. 1/2" REBAR W/ YPC STAMPED "MOORE 18091" PER FINAL PLAT OF EVERGREEN POINT (UNLESS OTHERWISE NOTED) SET 1/2" REBAR W /YPC STAMPED " MOORE 18091" AS: 0 ANGLE POINT IN BOUNDARY - 7 LOT CORNER @ CENTERLINE MONUMENT BASiS OF BEARINGS THE BEARING OF N.00 °43'00 "E. ON THE CENTERLINE OF EVERGREEN ROAD, AS SHOWN ON THE FINAL PLAT OF EVERGREEN POINT THIRD ADDITION 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 PER WAC 332-130-90 SECTION " C ". CURVE 1 RADIUS LENGTH ( TANGENT CHORD 1 DELTA C1 20.00' 17.45' 9.33' 16.90' : 49 °59'41" C2 20.00' 17.45' 9.33' 16.90' 49'59'41" Utility easements are hereby granted to the serving utility companies over a ten foot ' 10 wide strip adjoining all public road rights hts of way, ) P J 9 P g Y, as shown hereon. IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hands this day of 19 ROY H. NYHOLM • MARIE : E. NYHOLM WESLEY B. ANDERSON ALICE M. ANDERSON HAROLD G. ANDERSON, JR. South 25 Altamont Spokane,Washington (509) 535 -1410 99202 FINAL PLAT OF POINT FIFTH ADDITION EVERGREEN BEING A REPEAT OF PORTIONS OF TRACT 210 OF VERA LOCATED IN THE SW 1/4 OF SECTION 26, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON JUNE 1990 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. Examined and approved this day of , 19 . Director, Spokane County Utilities SPOKANE COUNTY ENGINEER Examined and approved this day of Exam :ned Patrick J. Moore, PLS Certificate Number 18091 SPOKANE COUNTY UTILITIES DEPARTMENT , 19 Spokane County Engineer SPOKANE COUNTY PLANNING DEPARTMENT 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 Y 19_ Chairman, Spokane County Commissioners 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 Spokane County Treasurer by Deputy ACKNOWLEDGMENT STATE OF WASHINGTON) ss County of Spokane ) On this day personally y p sonally 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 RECEIVZD MAY 1 7 1990 Court] Engineering MINIMUM TOP OF DIKE ELEVATION 11th °iI\ `l),' FLAT POND BOTTOM ELEVATION TQ BE ESTABLISHED FROM LOWEST CURB DROP ADJACENT TO POND ,S*; 't�:" •. .4'�i�a . .'{l ! *■'ll\ \ r; ,)*∎ .�; is :\'`. CONCRETE CURB ASPHALT - PAVEMENT DRAINAGE EASEMENT AS SPECIFIED ON PLAN TOP OF CURB ELEVATION TYPICAL '208' POND WITHOUT DRAINAGE STUCTURE SECTIONAL VIEW RANAGE EASEMENT AS SPECWE.D ON PLAN 2' TYPICAL 2 ' —O b SECTION A-A // /Y/2// Z/ \\\ x A -so -I /— NORMAL GUTTER ELEVATION DROPPED GU I ILR LINE 1" 4' LONG DROP (UNLESS OTHERWISE SPECIFIED) CONCRE IE CURB TYPICAL CURB DROP STREET RIGHT OF WAY LINE .2' MIN. 3 '� — � 3 2' TYPICAL PICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW 7' GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE 4i kA A\: • is \ A' S °''~i ,• OF :CURS NORMAL GUTTER LINE ArZefOrd/ Are ad% .0e* DROPPED GU I I ER LINE CURB DROP NORMAL GU I IER LINE ELEVATION STREET RIGHT OF WAY LINE _ ASPHALT PAVEMENT 7' CURB DROP GRASS TURF INSTAUI ED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE NORMAL GU t IER LINE ELEVATION ASPHALT PAVEMENT R/W 6 X 6 -10/10 MESH IN BASE 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 BOLIVAR COURT L L 2" TYP 33.5" END ELEVATION 6.5" R/W 7 #4 BARS 0 8" O.C. IN TOP R/W SLOPE VARIES 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 3 MAX. 1 SHAPE GRASS TURF LOCALLY AROUND OUTLET OF STRUCTURE EXISTING ASPHALT 4" CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4 % TO 6 1/4 % ASPHALT ON 4" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. 1" 30' 11' +/- 3' 9" C/L EXPANSION JOINT 22.5' TYPICAL CROSS- SECTION EVERGREEN ROAD SIDEWALK WHERE APPLICABLE Atf.409602VACOV 'AV .1417 .1.6:9,730/ EDGE OF SIDEWALK PLAN VIEW 7' 6" 1/4" PER FOOT SLOPE 7' 11" SIDE ELEVATION 34' 3' 9" " SPECIAL CURB & SIDEWALK INLET 5.5' TYPE "B" CONCRETE CURB AND GUTTER CURB 2' 0" R/ 13 PAVEMENT 2' MINIMUM TYPICAL BOTH SIDES OF INLET STRUCTURE NORMAL GU I I ER LINE DROPPED GUTTER LINE t 8 ` SHEET 22 OF 2- 0 6+N S0 0) o rn ai 0 0 rn 0 ro Q i N t J tn� z 0 E=- L LLJ LJ (1) Ld 0 JOB NUMBER ,� ` 90015 j CURVE 1 RADIUS 1 LENGTH TANGENT 1 CHORD 1 DELTA R1 20.00' 18.93' 10.24' 18.23' 5413'27" C1 20.00' 17.45' 9.33 16.90' 4959'41" R2 20.00' 18.93' 10.24' 18.23' 5413'27" C2 20.00' 17. 45' 9.33' 16.90' 4959'41" LEFT CURB 2080 RIGHT CURB 2060 COUNTY BM NO. 115 SE CORNER OF TOP CONCRETE STEP AT 13815 E. 32ND AVENUE NW CORNER EVERGREEN AND 32ND AVE. ELEV.= 201 3.674 N. 0043'00"E. _ _ _ __ _ . __ . .. _ . _ _ _ ... ____ ._______ __ _ __ _ +420 e , - _ ,s C.C) 10 ----1 ------ 1 _ a atsr- I tr) ------- -. ` 11 ( 11 ------ >- 1 Ii < W il II 0 -- --> - - -- I- --I - V) - -C -----0-0- -5 ______ > > _ CO_ al • Q 1 C\I AM 22 [15}20 PLAT BOUNDARY 21+55.09 EVERGREEN ROAD 22 23 137.93' 51.94' N BOUNDARY --+T0200 NOTE: EXISTING UTILITIES TO BE RELOCATED WHERE NECESSARY PRIOR TO CONSTRUCTION. TOO VC1 26+60.09 = SI CURVE TABLE .0200 -'" ___ L.) -, 4 v t . CV t° .------ thill 4_1 - I 11 um. . MEI -----477- ' NM ._- 515 - I _J.__ STA. 21+85, 21+95 CURB DROP It STA. ,21+85, 21+95 TYPE "6" CURB - AND GU I 1ER — - 0 0 P -+- -- L9 - POND J BOTTOM EL. = 2062.30 INSTALL SPECIAL CURB & SIDEWLK INLETS (SEE DETAIL SHEET) STA. 21+90, 21+95, 22+00, 22+05 IM11101•111111111111111M/XMIIIIIIIN TOM - INSTALL SPO.CO. S ANDARD TYPE "A" DRYWEJL WITH TYPE 3 METAL RAME & GRATE GRATE EL. = 062.80 2070 _ _ __ C ° C.) ---- _ CIO __ _ _____ __ _____ o -4 _ _ c), ..d __ 0 ci - Ln - -- — _ --- i0--6------- + 1 -4- C.) et) — - — - --- Cr -7-■:— - _______ 4 _ —__ a • -F (C) __ f a____ _________csj c4._______ _ _ , ___ _ _ ,. _ ----- --- k......:J:" .- ---------- ------ 23 24 2070 CA 2060 RIGHT CURB 2060 0 < P z 0 0 1 0 a: >- m 43 J (1) z 0 v) 5 ce + z — 0 ( n It] -- th 0< >0 ( SHEET OF 2 JOB NUMBER ) 90015 NO. RADIAL BEARING 1 N40'43'19 "E 2 N3917'19 "W - ,_} A . C - 1- I r \r -■.f I � (- l.J '► - 0 O rn 0 ci N 120.00' _ N 00'43'00" E 120.00' • � ti ti L✓ lJ 0 0 0 ) co z % A n► 11\17 I N I 1/ I r A/ t 4. 1, A r\ rm I - r - � I r I\ i 1vl\.JU I v I nl l y V 1 L.VV ft., r‘LJ LJI l l`Ji v 0 0 tf} M • S 00 °43'00 W\ 30:00' 1 .�L i 85.00' 1 27.09' 1 DRNG. ESMT. 1 11,442 S.F. z 1. DRNG: r in 18' ESMT. 25.545 9.6 N 00'43'00" E 25.54 9.6 DRNG. ESMT. . o 0 O 0 11,017 S.F. 1� co z 5.00' N 00 °43'00 E 0 0 a) P. 0.B. DEDICATION and KNOW ALL MEN BY THESE PRESENTS, that an d M RlE E. NYHOLM, ROY H. NYHOLM A 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 FIFTH ADDITION and being a repeat of a portion of Tract 210 of VERA, per final plat ` thereof recorded in Volume "0" of Plats, page 30, described as follows Beginning at the northwest corner of Lot 2, Block 12 of EVERGREEN POINT THIRD ADDITION, per final plat recorded in Volume 19 of Plats, page 3, in the Spokane County. Auditor's Office; thence southerly and easterly along: the northerly boundary of said EVERGREEN POINT THIRD ADDITION the following two (2) courses: 1 S.00'43'00"W. a distance of 30.00 feet; (2.) N8917'00 "W. a distance of 329.00 feet to the westerly line of said Tract 210; thence N.00'43'00 "E. along said westerly line a distance of 274.92 feet to the southerly line of the North 200 feet o said Tract 210; thence S.89 °03'47 "E. along said southerly line a distance of 220.00 feet to the easterly line of the West 220 feet of said Tract 210; thence N.00'43'00 "E. along said easterly line a distance of 20.00 feet; `..thence 5.89'03'47 "E. a distance of 94.31 feet; thence S.10'31'43 "E. a distance of 75.35 feet; thence S.00'43'00 "W. a distance of 189.81 feet to the point of. beginning. Situate in Spokane County, Washington. And they do hereby dedicate to public use forever the streets and roads shown within this plat, including fourteen feet (14') of additional right of way for Evergreen Road, as shown hereon. 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 repeat. WARNING: Until property to the south and east is subdivided, agricultural pursuits exists that may cause odors, dust, sprays and . noise. (BASIS OF BEARINGS) S 00'43'00" W 137.93' f 10' WIDE UTIL. ESTM. 2 00 274.92' 11,696 S.F. N 123.30' 2 BOLIVAR O COURT < -77_47' CO CV N 11,014 S.F. 134.81 S 00 °43'00" W 189.81' -r t> A r>-r r) r� 1 1 \ r1.' 1 i lJ 1 274.92' 100.95'(R). 0/ 10' WIDE %/ . UTIL. ESMT. 16,242 S.F. CS t� ' . cp r" + EVERGREEN ROAD i r - r) w v t P\ 0 tV Lv 0 00 cn 75. 5.3 E 10 °31 75. W ID to. r'7-4' 0) 0) co ► N I N 14' OF ADDITIONAL R/W FOR EVERGREEN ROAD N 00°43'00" E 20.00' RADIAL BEARINGS Q N 200' 230.08' 0 1 FND. RR SPIKE PER ROS #7809210193 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 p rohibit 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. 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. 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 will provide for ! ro ►de or w' a d -the installed within the plat, n p 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 plot shall be provided in accordance with the Coordinated Water System Plan for Spokane County. J. W 1/4 CORNER SECTION 26 SPOKANE COUNTY ENGINEER'S CORNERS NOS. 1466.8 26 FND BRASS CAP 8 R.R.'S PER FINAL PLAT OF EVERGREEN POINT > z N CURVE INFORMATION HAROLD G. ANDERSON, JR. SCALE: 1" = 50" GRAPHIC SCALE 50 0 25 50 III NI NI III ( IN FEET ) LEGEND FND, 1/2" REBAR W/ YPC STAMPED "MOORE 18091" PER FINAL PLAT OF EVERGREEN POINT (UNLESS OTHERWISE NOTED) SET 1/2" REBAR W /YPC STAMPED " MOORE 18091" AS: O ANGLE POINT IN BOUNDARY T LOT CORNER © CENTERLINE MONUMENT BASIS OF BEARINGS THE BEARING OF N.00'43'00 "E. ON THE CENTERLINE OF EVERGREEN ROAD, AS SHOWN ON THE FINAL PLAT OF EVERGREEN POINT THIRD ADDITION 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 PER WAC 332 - 130 -90 SECTION "C ". CURVE RADIUS LENGTH 1 TANGENT l CHORD l DELTA C1 20.00' 17.45' 9.33' 16.90' 49'59'41" C2 20.00' 17.45' 9:33' 16.90' 49'59'41" 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 shown hereon. IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hands this day of , 19 ROY H. NYHOLM MARIE E. NYHOLM WESLEY B. ANDERSON ALICE M. ANDERSON INLAND PACIFIC ENGINEERING South 25 Altarnont Spokane,Washington (509) 535 -1410 99202 FINAL PLAT OF EVERGREEN POINT FIFTH ADDITION BEING A REPEAT OF PORTIONS OF TRACT 210 OF VERA LOCATED IN THE SW 1/4 OF SECTION 26, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON JUNE 1990 100 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 Examined and approved this day of , 19_. Spokane County Engineer SPOKANE COUNTY PLANNING DEPARTMENT Examined and approved this day of , 19 Examined and approved this day of , 19 Director, Spokane County Planning Departrnent SPOKANE COUNTY HEALTH DISTRICT 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 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 . STATE OF WASHINGTON) ) ss County of Spokane SURVEYOR'S CERTIFICATE Director, Spokane County Utilities SPOKANE COUNTY ENGINEER Chairman, Spokane County Commissioners SPOKANE COUNTY TREASURER , 19 . Spokane County Treasurer by Deputy 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 N0. " RADIAL BEARING 1 N40'43'19 "E 2 N3917'19 "W — 11— 7 L IJ ( 9) 1 "") n (" T ,: ) r � 1I 1 0 0 0 L N 120.00' N 00'43'00" E 120.00' S 00 °43'00" W 30.00' . 1. DEDICATION U) O O t In 18' 25.546, 4Qi L DRNG. ESMT. 11,442 S.F.. 85.00' S N 00 °43'00" E 0 N CO z - DRNG:7 ESMT. i i O L 10' WIDE UTiL. ESTM. 2 11,696 S.F. N N N 00 °43'00" E pp • t 123.30' BOLIVAR 0 25.54 .69.6$; d COURT 18' r• � DRNG. Cn ESMT. co O Z o 0 11,017 S.F. P.O.B. And they do hereby dedicate to public use forever the streets and roads shown this plat, including fourteen feet (14') additional right of way within p 9 ( } of for Evergreen Road, as shown hereon. placed on any one '.lot; nor ' dwelling structure. shall be lot; No more than one (1) 9 P Y shall anyy lot be further subdivided for the purpose of creating additional in ' sites without first filing and receiving lots, ownerships g 9 a 9 u th and east is approval of ''a replat. WARNING: Until property to the south subdivided, a ricultural pursuits exists that may. cause odors, dust, sprays and noise. 9 co aJ cV N 11,014 S.F. 137.93'. 134.81' 00 °43 O W 189.81' T • T -1 i\ 1 1 \I 1 z 1 U s O � . c5)` f.0, 274.92' 14,964 S.F. N : 00 °43'00" E 100.95'(R) (0k, � O / 10' WIDE p, UT1L. ESMT. 16,242 S.F. 0 ° ctS` MCP 51.94', 0 O A �r- - � V F\ 0) 75.3 E 0 "3.1 3 75 3 0 RADIAL' BEARINGS O FND. RR SPIKE PER ROS #7809210193 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 P Chapter R.C.W. Cha ter 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. Public drainage easements lying. adjacent to the public road rights of wa y, 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 th e drainage rains e. swales and ponds with a permanent live cover of lawn turf, with .., p P. 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 re . I? resentative shall inform each succeeding purchaser of all . ' drainage easements on the property and his responsibility for maintaining in an g 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. e. easements. p c P 9 The public water system, pursuant to the WATER PLAN approved by County and State health authorities, the local fire protection district, Spokane County ve or Building _� Safety Department, and the water supplier will (pur (purveyor) will be Y ._. installed within the pint, and the subdivider sponsor r for provide or individual domestic , water service as well as fire P rotection to each lot prior to issuance of a building prior to sale ` of each lot and p 9 R ermit for each lot. Use of private wells and water systems is prohibited. Any water service for this P lat shall be provided In accordance with the Coordinated Water P System Plan for , Spokane County. ROY H. NYHOLM MARIE E. NYHOLM WESLEY B. ANDERSON ALICE M. ANDERSON HAROLD G. ANDERSON, JR. ! IAND Y ::P.ACIFIC ENGINEERING South 25 Altamont Spokane,Washington (509) 535 -1410 99202 L A A f'• I I.J\ IT A I N I \ li t ' � ' 1 A i IVIIJV I N !MI 1 \I V Ih 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 FIFTH ADDITION and being a replat of a portion of Tract 210 of VERA, per final plat thereof recorded in Volume "0" of Plats, page 30, described as follows: Beginning at the northwest corner of Lot 2, Block 12 of EVERGREEN POINT 9 9 THIRD ADDITION, per final plat' recorded in Volume 19 of Plats, page 3, in the Spokane County Auditor's Office; thence southerly and easterly along the northerly boundary of said EVERGREEN POiNT THIRD ADDITION the following two (2) courses: 1. S.00'43'00 "W.' a distance of 30.00 feet; • ' " i 0 feet to the westerly N.8917 00 W. a distance of °329.0 f y line of l said Tract 210; thence N.00 °43'00 "E. along said westerly line a distance of 274:02 feet to the southerly line . of the North 200 feet of said Tract 210; thence - S.89'03'47 "E. along said southerly line a distance of 220.00 feet to the easterly line of the West 220 feet of said Tract 210 thence N.00 °43'00 "E. along said easterly line a distance of 20.00 feet; thence S.89 °03 47E. a distance. of 94.31 feet; the nce 5.10 °31'43 "E. a distance of 75:35 feet; thence S.00 •43'00 "W: a distance of 189.81 feet to the point of beginning. S ituate in Spokane County, Washington. (BASIS OF BEARINGS) S 00'43'00" W 274.92' A a-k A r-.r / /L 1 I.I EVERGREEN ROAD 14' OF ADDITIONAL R/W FOR EVERGREEN ROAD 0 0 CV !Ai 0 ° 0) oo N N N o N 00 °43'00" E 20.00' N 200' 230.08' W 1/4 CORNER SECTION 26 SPOKANE COUNTY ENGINEER'S CORNERS NOS. 1466 8 2629 FND BRASS CAP 8 R.P.'S PER FINAL PLAT OF EVERGREEN POINT J SCALE: 1" = 50' GRAPHIC SCALE 50 0 25 50 (IN FEET ) LEGEND ACCURACY STATEMENT THIS SURVEY WAS PERFORMED USING A TOPCON GTS 2 SIX- SECOND THEODOLITE AND ELECTRONIC DISTANCE METER. FiELD TRAVERSE METHODS USED WERE PER WAC 332- 130 -90 SECTION "C ". CURVE INFORMATION FND. 1 /2" REBAR W/ YPC STAMPED "MOORE 18091" PER FINAL PLAT OF EVERGREEN POINT (UNLESS OTHERWISE NOTED) SET 1 /2" REBAR W /YPC STAMPED "MOORE 18091" AS: O ANGLE POINT IN BOUNDARY T LOT CORNER © CENTERLINE MONUMENT BASIS OF BEARINGS THE BEARING OF N.00`43'00 "E. ON THE CENTERLINE OF EVERGREEN ROAD, AS SHOWN ON THE FINAL PLAT OF EVERGREEN POINT THIRD. ADDITION WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. CURVE 1 RADIUS 1 LENGTH 1' TANGENT 1 CHORD. ( DELTA 17.45' 9.33' 16.90' 49'59'41" C1 20.00' C2 20.00' 17.45' 9.33' 16.90' 49'59'41" 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 shown hereon. IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hands this day of , 19 FINAL PLAT OF EVERGREEN POINT FIFTH ADDITION BEING A REPEAT OF PORTIONS OF TRACT 210 OF VERA LOCATED IN THE SW 1/4 OF SECTION 26, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON JUNE 1990 100 Examined Examined 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. Examined and SPOKANE COUNTY UTILITIES DEPARTMENT approved this day of Patrick J. Moore, PLS Certificate Number 18091 Spokane County Engineer SPOKANE COUNTY PLANNING DEPARTMENT and approved this day of , 19 . Director, Spokane County Utilities SPOKANE COUNTY ENGINEER Examined and approved this day of , 19 19 • Director, Spokane County Planning Department SPOKANE COUNTY HEALTH DISTRICT 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 1 do hereby certify that all taxes which have been levied and become chargeable against the land shown within this map have been fully paid this day of , 19 . Spokane County Treasurer by Deputy ACKNOWLEDGMENT STATE OF WASHINGTON) ) ss County of Spokane ) On this day personally PP ersonall 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. Y p P GIVEN under my hand and seal this day of 19 Y Y Notary Public in and for the State of Washington, Residing at Spokane NO.. RADIAL BEARING 1 N40'43`19 "E 2 N391719 "W LA- TD 1 (\7r 11 \in 1 ( 0 0 1 J,. -- 7 ,i ` fi 0 0 0 d L IN' 120.00' M ( 11 N 00'43'00" E 120.00' DEDICATION co O a 0 co Z 14 A IV1 n 4 O 0 L to In 18' 25.546. 6 0 0 i0 S 00 °43'00" W 30.00' ._I 85.00';+ 27.09_ N L - 41 J DRNG. ESMT: - 1 O N 00'43'00 E • DRNG. ESMT. 6 11,017 S.F. 25.54'9.6 9;n P.O.B. 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 FIFTH ADDITION and being a replat of a portion of Tract 210 of VERA, P plat final lat thereof recorded in Volume "0" of Plats, page 30, described as follows: - Beginning finnin at the `northwest corner of Lot 2, Block 1 2 of EVERGREEN POINT THIRD ADDITION, per final plat recorded in Volume 19 of Plats, page 3, ' thence along the northerly boundary of said EVERGREEN POINT THIRD ADDITION the following two (2) courses: (1.) S.00'43'00 "W. a distance of 30.00 feet; (2.) N.89'17'00 "W. a distance of 329.00 feet to the westerly line of said Tract 210; thence N .00'43'00 "E. along said westerly line a distance of 274.92 feet to the southerly line of the North 200 feet of said Tract 210; thence S.89'03'47 "E. along said southerly line a distance of 220.00 feet to the easterly line of the West 220 feet of said Tract 210; thence N.00'43'00 "E. • •ng said easterly line a distance of 20.00 feet; thence S.89 +' 7 E. a distance of 94.31 feet; thence S.10 °31'43 "E. a ::distance of 75.35 feet; thence. S.00'43'00 "W. a distance of 189.81 feet to the point of beginning. Situate in . Spokane County, Washington, And they do hereby dedicate to public use fore the st reets and roads shown within this plat, including fourteen feet (14') of additional right of way for Evergreen Road, as shown. hereon. 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. ti L✓ 1 A J P I /I.r - 1 A! A �-� A r'\[117 - 1ENtt 1 rll v V IL_vv `t L, , nLJVI 1 IL/I v (BASIS OF BEARINGS) s 00'43'00"' W 274.92' 1 274.92' co 00 N z DRNG. , X71.48 ESMT. ® N 00'43'00" E 123.30' N BOLiVAR I O COURT Z 5.00' 134.81' 137.93' L 0'wIDE UTiL. ESTM. 11,014 S.F. Tom) A /NT 1 1 \ r v 1 2 ,cv iv 4 AD 11,696 S.F. S 00'43'00" . W 189.81' 0 1 rl L 1 l tiro � ✓lJ 14,964 S.F. 0 ti (01 N 00 °4300" 100.95'(R) . 45! h C3 10' WiDE �7 ' U11L. ESMT. 16,242 S.F. EVERGREEN ROAD E 14' OF ADDITIONAL R/W FOR EVERGREEN ROAD N 200' O 0 .1 4 5 � 0 °35, 75 .3 rr ^ A V L_ I \r �N Lv ID - N 00 °43'00 E d- / 20.00' v V lJ a V �1- N N N Q RADIAL BEARINGS Q 230.08' FND. RR SPIKE PER ROS #7809210193 A. public sewer system will be made available for the plat and individual service will be P rovided to each lot prior to sale. Use of individual on P 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 . t pursuant to R.C.W. Chapter 36.94 which includes the owners' pro pert . p P P P Y PROVID E, prohibit PROVIDED, this condition shall not the owners or successors from objection to any assessments) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under R.C.W. Chapter ; 36.94. Public drainage easements Tying 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 9 9 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 drywelis, as shown on the approved road plans, located in said public drainage easements. : WATER approved County The public water system, pursuant to th e W TE A R LAN P pp d by y and 'iti the local. fire protection district, Spokane Count State health authorities, th P � on County , Building & Safety Department, water and the supplier (purveyor) will be installed within will provide . ilt ro ide for the lit and the subdivider/sponsor P . P i ' ' i w rice as 'well as fire protection to ' individual `domestic water service p c e ach lot of lot and prior to issuance of a buildin prior � to sale o each p g ermit for each permit service lot, Use of private wells and water 's stems is prohibited. Any water ser i P Y P Y for this plat shall be provided in accordance with the Coordinated Water System Plan for Spokane County. w oo W .1 /4 CORNER SECTION 26. SPOKANE COUNTY ENGINEER'S CORNERS NOS. 1466 8 2629 FND BRASS CAP 8 R.P.'S PER FINAL PLAT OF EVERGREEN POINT SCALE: GRAPHIC SCALE 50 0 25 50 100 11111 1111 CURVE INFORMATION ( Ltd FEET ) LEGEND FND. 1/2" REBAR W/ YPC STAMPED "MOORE 18091" PER FINAL PLAT OF EVERGREEN POINT (UNLESS OTHERWISE NOTED) SET 1/2" REBAR W /YPC STAMPED "MOORE 18091" AS O ANGLE POINT IN BOUNDARY T LOT CORNER @ CENTERLINE MONUMENT BASIS OF BEARINGS THE BEARING OF N.00'43'00 "E. ON THE CENTERLINE OF EVERGREEN ROAD, AS SHOWN ON THE FINAL PLAT OF EVERGREEN POINT THIRD ADDITION WAS USED AS THE BASIS. OF BEARINGS FOR THIS MAP. ACCURACY STATEMENT THIS SURVEY WAS PERFORMED USING A TOP CON GTS 2 SIX - SECOND THEODOLITE AND ELECTRONIC DISTANCE METER. FIELD TRAVERSE METHODS USED WERE PER WAC 332-130-90 SECTION "C" CURVE RADIUS LENGTH 1 TANGENT CHORD . 1 DELTA C1 20.00' 17.45' 9.33' 16.90' 49'59'41" C2 20.00' . 17.45' 9.33' 16.90' ` 49'59'41" 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 shown hereon. IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hands this day of , 19 ROY H. NYHOLM MARIE E. NYHOLM WESLEY B. ANDERSON ALICE M. ANDERSON HAROLD G. ANDERSON, JR. South 25 Altamont Spokane,Washington (509) 535 -1410 99202 FINAL PLAT OF EVERGREEN POINT FIFTH ADDITION BEING A REPEAT OF PORTIONS OF TRACT 210 OF VERA LOCATED IN THE SW 1/4 OF SECTION 26, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON JUNE 1990 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 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 9 Y , 19 Chairman, Spokane County Commissioners SPOKANE COUNTY TREASURER I do hereby certify y c rtify that all taxes which have been :levied and become chargeable against the land shown within this map have been fully paid this day of 19 Spokane County Treasurer by Deputy ACKNOWLEDGMENT , 19 STATE OF WASHINGTON) ss County of Spokane Y P ) On this day personally appeared eared before me ROY H. NYHOLM p y pp LM 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: Y p P GIVEN under my hand and seal this day of 19 y Y , Notary Public in and for the State of Washington, Residing at Spokane stco'D P�1�199 M a%%t'n C ®�i. NO. RADIAL BEARING 1 N40'43'19 "E 2 N3917'19 "W _ 7 _ 7 _ LIJ I IJ CZ. 1 n, t..L LIJ > L ' IJ ti T i) A /•• n 1 I \ v 1 L A 1. 0 0 rn LLJ LiJ -1 (Q N 0 0 . ( 5 . 1 ; L 120.00' N 00'43'00" E 120.00' DEDICATION Situate in Spokane County, Washington. 1 , 1 , LJ lJ Tom) A ANT fl 1 I \r\ 1 c_ 1 k_J 0 S 00'43'00" W 30.00' AAr1J INITA INI 1 /IrIA/ IVI\Jui V I r1I I N V IL_VY 7 , r ) J z_ . N 00'43'00" E 85.00' L — 41' DRNG. ESMT, 0 1,442 S.F. 7-, co z 1 DRNG. ; _ 22' ESMT. / — �1 23.54 9.68 + r DRNG. ESMT. O b O O 6 O j, po 11,017 S.F. b CO z P.O.B. 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 FIFTH ADDITION and being a replat of a portion of Tract 210 of VERA, per final plat thereof recorded in Volume "0" of Plats, page 30, described as follows: Beginning at the northwest corner of Lot 2, Block 12 of EVERGREEN POINT THIRD ADDITION, per fi, ° plat recorded in Volume 19 of Plats, page 3, In t e -•• ane County Auditor's office thence along the northerly boundary of said EVERGREEN D ADDITION the following two (2) courses: (1.) S.00'43'00 "W. a distance of 30.00 feet; (2.) N.89 °17'00 "W. a distance of 329.00 feet to the westerly line of said Tract 210; thence N.00'43'00 "E. along said westerly line a distance of 274.92 feet to the southerly line of the North 200 feet of said Tract 210; thence S.89 °03'47 "E. along said southerly line a distance of 220.00 feet to the easterly line of the West 220 feet of said Tract 210; thence N.00 °43'00 "E. along said easterly line a distance of 20.00 feet; thence S.89'03'47 "E. a distance of 94.31 feet; thence 5.10'31'43 "E. a distance of 75.35 feet; thence S.00'43'00 "W. a distance of 189.81 feet to the point of beginning. And they do hereby dedicate to public use forever the streets and roads shown within this plat, including fourteen feet (14 ") of additional right of way for Evergreen Road, as shown hereon. Direct access from individual lots to Evergreen Road is hereby prohibited. 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. ■J 1 1 (BASIS OF BEARINGS) N 00'43'00" E 274.92' [ 10' WIDE UTIL. ESMT. CO N 11,696 S.F. 2 N 00'43'00" E 123.30' BOLIVAR 0 23_54 r 9,68L, 0 ' . ® COURT 22 11,014 S.F. 137.93' 5.00' 134.81' S 00'43'00" W 189.81' .I-k A r'1 11ITIr11\ I r1 LJLJI 1 I\.JI N 274.92' 3 14,964 S.F. N 00 °43'00" E 100.95'(R) 10' WIDE p h p� UTIL. ESMT. 4 16,242 S.F. /r - IAA V L_I \r EVERGREEN ROAD 51.94 O O co 75 35' 5. 4-3 7 5. 1T Lv E. 0 RADIAL BEARINGS 0 i — \ N N I 1 ) 1 \ N \ N 14' OF ADDITIONAL R/W FOR EVERGREEN ROAD N 00 °43'00" E 20.00' LiJ N 200' 230.08' 0 N 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. 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. 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 see, - +::e as well as fire protection to each lot prior to sale of each lot and c- or tc ssuance of a building permit for each lot. Use of private wells and weer systems is prohibited. Any water service for this plat shah be pr ,ed i <;rdance w ith the Coordinated Water System Plan for Spr;: -e C< J ► 30' FND. RR SPIKE PER ROS #7809210193 w N CURVE INFORMATION W 1/4 CORNER SECTION 26 SPOKANE COUNTY ENGINEER'S CORNERS NOS. 1466 8 2629 FND BRASS CAP 8 R.P.'S PER FINAL PLAT OF EVERGREEN POINT ROY H. NYHOLM HAROLD G. ANDERSON, JR. SCALE: 1" = 50' GRAPHIC SCALE 50 0 25 50 IN e` •IIII 11111 ( IN FEET ) LEGEND FND. 1/2" REBAR W/ YPC STAMPED "MOORE 18091" PER FINAL PLAT OF EVERGREEN POINT (UNLESS OTHERWISE NOTED) SET 1/2" REBAR W /YPC STAMPED "MOORE 18091" AS: 0 ANGLE POINT IN BOUNDARY T LOT CORNER © CENTERLINE MONUMENT 100 BASIS OF BEARINGS THE BEARING OF N.00'43'00 "E. ON THE CENTERLINE OF EVERGREEN ROAD, AS SHOWN ON THE FINAL PLAT OF EVERGREEN POINT THIRD ADDITION 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 PER WAC 332 - 130 -90 SECTION "C ". CURVE 1 RADIUS LENGTH 1 TANGENT 1 CHORD 1 DELTA C1 20.00' 17.45' 9.33' 16.90' 49'59'41" C2 20.00' 17.45' 9.33' 16.90' 49'59'41" 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 shown hereon. IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hands this day of , 19 . MARIE E. NYHOLM WESLEY B. ANDERSON ALICE M. ANDERSON INLAND PACIFIC ENGINEERING South 25 Altamont Spokane,Washington (509) 535 -1410 99202 FINAL PLAT OF EVERGREEN POI \T FIFTH ADDITIO\ BEING A REPEAT OF PORTIONS OF TRACT 210 OF VERA LOCATED IN THE SW 1/4 OF SECTION 26, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON JUNE 1990 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 Examined and Director, Spokane County Planning Department SPOKANE COUNTY HEALTH DISTRICT approved this day of , 19 for Spokane County Health Officer SPOKANE COUNTY ASSESSOR Examined and approved this day of , 19 County of Spokane This plat was approved and accepted by the County Commissioners of Spokane County, Washington, on this day of , 19 . STATE OF WASHINGTON) ) ss Spokane County Assessor by Deputy SPOKANE COUNTY COMMISSIONERS Chairman, Spokane County Commissioners 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 . Spokane County Treasurer by Deputy 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