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pe-1885hCURVE RADIUS LENGTH TANGENT CHORD DELTA C1 20.00' 17.45' 9.33* 16.90' 49'59'41" C 20.00 16.63 8,8 47 } 38'24" C3 30.00' 47.09' 29.97' 42.40' 89'56'00" C4 30.00' 47.16' 30,03' 42.45' 90'04'00" N 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, 137', 39,43 FT, TAG #706 ON POWER POLE, 142', 46.12 FT, TAG #706 ON POWER POLE, 195'30', 73.95 FT, VERA CHEST l\ L OT 1\ 107.0081 / N8 2 132.00' FOUND #4 REBAR /YC "18091 MOORE" 0,63'N, 0.09'W NOT ACCEPTED THIS SURVEY; REFER TO (E) FOR ACCEPTED POSITION OF ORIGINAL MON. AT LOT COR. 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, 3673', 36.57 FT. TAG #18091 IN POWER POLE, 242'05', 35.45 FT. "X" ON BOLT ON FIRE HYDRANT, 225'14 61.68 FT. CHISELED "X" ON CURB RETURN, 297', 49.42 FT. TAG #18091 IN POWER POLE, 310', 44.47 FT, EN LAN 10' UTILITY EASEMENT 80, 00' N00'02'20 "E 2,34' L= 12.18' lo' SEWER EASEMENT 4 10,740 S.F. 43.69' DRAINAGE EASEMENT 49.49' N89 } 52'3 0 "W 65.00' 10' UTILITY EASEMENT 80.13' 6 10,815 S.F. VATE S89'56'30 "E 10.00' INGRESS AND 26.24'' DRAINAGE _ EASEMENT 80.03' DRIVEWAY EGRESS EASEMENT 10.00' 10' UTILITY EASEMENT 40.00' 11.5' UTILITY EASEMENT 7 28946 S.F. 63.60' S89'49' 56 "E 30.68' DRAINAGE EASEMENT VE T,4 CT 209 LE ASSOEIATES 7 07 WEST 7TH AVENUE SUITE 200 6P0 ":..NE WASHINGTON 99204 P 509 458 5840 F 509 459 6844 CLCAEEDC.00M ARCHITECTURE INEERING PLANNING SCARE ARCHITECTURE LAND SURVEYING LOT 8, BLOCK 1 1' WIDE STRIP 25' FOUND #4 REBAR MARKED 706 /SIMPSON 1.15' WEST 25' RADIA LINE 1 2 3.5 BORDER EASEMENT BEARINGS BEARING 554'00'09 "W 547'30'54"E LC N89'49'4 "E 20.0 N89'49'56 "W 16TH AVENUE 5.11 5.05'(C) 09 '( 0 ) ERA CREST S(IBB / WS/ O/I /07 72 S89' 52 0 "E 322.99 N89'49'56 "W 322.88' 322.86'(A) 24TH AVENUE 1 .47' (BASIS OF BEARINGS) ,45'(A) 31,49'(B) 1331.29'(C) 31.30'(D) H) 1331,48'(G) CUR' TABLE 00 FOUND #4 REBAR, NO CAP LOT 77 322.99' FOUND #4 REBAR W /YPC "# 706 /SIMPSON" NE CORNER OF OF TRACT 208 VERA TACT 208 902 9,3 TRACT 0 FOUND #4 REBAR MARKED 706 /SIMPSON 322.88'(G) SE CORNER OF TRACT 208, PER (G) LEGEND 0 -FOUND MONUMENT AS NOTED • -SET 1/2" X 24" REBAR WITH YELLOW PLASTIC CAP MARKED "29286 ", OR LEAD PLUG WITH WASHER MARKED "29286" ON CONCRETE SIDEWALK, OR LEAD PLUG WITH WASHER MARKED "29286" AS A REFERENCE POINT ON CONCRETE CURB AT THE EXTENSION OF LOT LINE FROM THE BACK LOT CORNER THROUGH THE FRONT LOT CORNER. (R - RADIAL BEARING Iz 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 0) 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 G) 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 0 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. SHEET 2 OF 2 SPOKANE COUNTY AUDITOR'S CERTIFICA Filed: at at th gip© :'r1 for record thi q M., in request of �y Auditor by Depu GRAPHIC SCALE 30 0 15 30 ( IN FEET inch .- 30 PUBLIC RIGHT OF WAY /PRIVATE ROAD EASEMENT UNE, OR BACK OF SIDEWALK WHICHEVER PROVIDES GREATER SETBACK MIN. 55' SETBACK FROM CENTERLINE OR 25' SETBACK FROM RIGHT OF WAY, VAOCHEVER PROVIDES THE LARGER SETBACK NTS y 60 ', PER STORY S IDE YARD PUBLIC ROAD BUILDING SETBACKS PUBLIC RIGHT OF WAY/PRIVATE ROAD EASEMENT LINE, OR BACK OF SIDEWALK WHICHEVER PROVIDES GREATER SETBACK 0 0 0 z BASS OF BEARINGS THE BEARING OF N89 ALONG THE CENTERLINE OF 24TH AVENUE, AS SHOWN ON THE FINAL PLAT OF VERA CREST SUBDIVISION, RECORDED IN BOOK 14 OF PLATS, PAGE 11, WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAT. ACCURACY STATEMENT: THIS SURVEY WAS PERFORMED USING A 5 SECOND TOTAL STATION, FIELD TRAVERSE METHODS, AND SINGLE FREQUENCY GPS, STATIC METHOD. ACCURACIES COMPLY WITH WAC 332 - 130 -90, A 3 FINAL PLAT OF PRAIRIE ORCHARD LOCATED IN THE NE1/ OF SECTION 26, T 25N. R.44E. SPOKANE COUNTY, WASHINGTON FEBRUARY, 2003