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pe-1885fN 1/4 COR., 26 -25 -44 FOUND #5 REBAR W /YPC #22961 FOUND R.P 'S: "X" ON CUB RETURN, 33'30', 39.68 FT. PK NAIL, 53',41.09 FT. "X" ON CURB RETURN, 13T, 39.43 FT. TAG #706 ON POWER POLE, 142', 46.12 FT. TAG #706 ON POWER POLE, 195'30', 73.95 FT. 4 t -\ C 1/4 COR., 26 -25 -44 FOUND "X" TIES FOR MON. IN HOLE 1.5' DOWN, USED "X" TIES TO SET HUB AND TACK. FOUND R.P.'S: TAG #12904 IN FENCE POST, 3623', 36.57 FT. TAG #18091 IN POWER POLE, 242'05', 35.45 FT. "X" ON BOLT ON FIRE HYDRANT, 22514', 61.68 FT. CHIS , : >I "X" ON CURB RETURN, 297', 49.42 FT. TAG #18091 IN POWER POLE, 310', 44.47 FT. VERA CREST 1 \ 1 L 1 ©7.00') - LOT 1 0 1 N89'S2'30 "W 132.00' - - - - VERA TRACT 209 CLC ASSOCIATES 7l17 WEST H AVENUE SUITE 200 SPO • NE WASHINGTON 99204 P 509 458 5840 F 509 458 6844 CLCASSOC.COM ARCHITECTURE ENGINEERING P NNING LANDSCAPE ARCHITECTURE LAND SURVEYING 10' UTILITY EASEMENT/ 63.60' FOUND #5 REBAR "RAMCO #10401 " --- 1/ FOUND #4 REBAR W/YPC "18091 MOORE" 0.63'N, 0.09'W NOT ACCEPTED THIS SURVEY; REFER TO (E) FOR ACCEPTED POSITION OF ORIGINAL MON. AT LOT COR. LOT 8, BLOCK 1 1' WIDE STRIP FOUND #4 REBAR MARKED 706 /SIMPSON, 1.15' WEST 10' UTILITY EASEMENT 80.00' N00'02'20 "E 2.34' 10' SEWER EASEMENT 5 10,800 S.F. 0 RADIAL BEARINGS I LINE BEARING 2.18' S54'00'09 "W S47'30'54 "E 4 10,740 S.F. 3.5 BORDER EASEMENT LOT 7,.3 120.00p) 135.1 9' 65.00' S89'49'56 "E 160. N89'49'40 "E 1335.11' 1335.05'(C) 1335.09'(D) 10' UTILITY EASEMENT 16TH AVENUE FOUND #4 REBAR W/YPC 706 r 80.13' D 6 Lri 10,815 S.F. 14915 -- 5' FUTURE AQUISITION AREA N89'49'56 "W 1331.47' (BASIS OF BEARINGS) 1331.45'(A) 1331.49'(B) 1331.29'(C) 1331.30'(D)(H) 1331.48'(G) S89'52'30 "E 589'56'30 "E 10.00' - 100.00' u8 . ........ .......... 80.03 DRIVEWAY GRESS EASEMENT 24TH AVENUE CURVE TABLE 10' UTILITY EASEMENT CURVE RADIUS LENGTH TANGENT CHORD DELTA C1 20.00' 17.45' 16.90' 49'59'41" C2 20.00' 16.63' 16.15* 47'38'24 30.00' 47.09' 29.97' 42.40' 89'56'00" C4 30.00' 47.1 30.03 42.45' 90 #04'00 82.77' 10,492 S.F. S89'52'30 "E 322.99' FOUND #4 REBAR W /YPC "# 706 /SIMPSON" NE CORNER OF SOUTH HALF OF TRACT 208 VERA TRACT 208 FOUND #4 REBAR MARKED 706 /SIMPSON 322.88'(G) .SP 902- TRACT D SE CORNER OF TRACT 208, PER (G LEGEND 0 FOUND MONUMENT AS NOTED • SET 1/2" REBAR WITH YELLOW PLASTIC CAP STAMPED "CLC 29286" (R) RADIAL BEARING /2,4 ADDRESS REFERENCES A) VERA PLAT BOOK 0, PAGE 30 B) VERA CREST SUBDIVISION PLAT BOOK 14, PAGE 11 C) SOUTH ADAMS ADDITION PLAT BOOK 15, PAGE 54 D) AUTUMN CREST SECOND ADDITION PLAT BOOK 20, PAGE 27 E) SHORT PLAT 711 -91 SP BOOK 8, PAGE 89 F) HARTS CROSSWIND ADDITION PLAT BOOK 21, PAGE 27 0) SHORT PLAT 902-93 SP BOOK 11, PAGE 44 H) SHORT PLAT 947 -94 SP BOOK 14, PAGE 28 J) SHORT PLAT 1260 -00 SP BOOK 17, PAGE 53 'NE COR., W 1/2, NE 1/4, 26 -25 -44 FOUND MAG NAIL NEAR RIM OF SANITARY SEWER MANHOLE SE COR., W 1/2, NE 1/4, 26-25-44 FOUND PK NAIL SURVEYOR'S NOTES 1. THE AREA OF THIS SUBDIVISION IS 2.36 ACRES. 2. DATE OF THE BOUNDARY SURVEY IS APRIL 30, 2002. SPOKANE COUNTY AUDITOR'S CERTIFICATE Filed for record this day of at - , in Book of at Page at the request St at Spokane County Auditor by Deputy GRAPHIC SCALE 30 0 15 30 MARGINS OF PUBLIC ROADS OR BACK OF SIDEWALK WHICHEVER PROVIDES GREATER SETBACK MIN, 55 SETBACK FROM CENTERLINE OR 2' SETBACK A FROM RIGHT OF WAY, WHICHEVER PROVIDES TIME ) LARGER SETBACK N TS ri -V WA 29266 EXPIRES: 10 MARGINS OF PUBLIC ROADS OR BACK. OF SIDEWALK WHICHEVER PROVIDES GREATER ' SETBACK BASIS OF BEARINGS 8 9'5" ALONG THE CN1ELI OF 24TH AVENUE E THE FINAL PLAT F VERA CREST SU IVISIO ECO E IN BOOK 14, PAGE. ACCURACY STATEMENT: THIS SURVEY WAS PERFORMED USING A 5 SECOND TOTAL ST , FIELD TRAVERSE METHODS, AND SINGLE FREQUENCY GPS, STATIC METHOD. ACCURACIES COMPLY WITH C33 -13-0 FINAL PLAT OF PRAIRIE ORCHARD LOCATED IN THE NE 1/4 OF SECTION. 26, T.25N., R.44E. W.M. SPOKANE COUNTY, WASHINGTON NOVEMBER, 2002