Loading...
pe-1885yCURVE RADIUS ! i TANGENT CHORD DELTA Oa 2 00 ' 17,.45 9.33 16,90' 49 ........ 47' 24" ...n., 20. 00' 15.63 8. 3 1615' 30.00' 47.09' 29 97' 42.40' 89 30.00' 47.16' 30 03 90'O4'00" LI NE BEARING 1 S54'O0'09 W 2 S47' 54"E Y ' °UME . E IN N CORNE NTS L AND RIGHT AS SET 0 HE HEREU SETAPHASE IMP ENTS T O 5 V Y► 174 COR., 26 2544 FOUII E C 2296 FOUNT} .P.'S: "X* RETURN. 3310% 39.66 F`. K IL, 53',41.09 T. *" CU RETURN, 137`, 39.43 F. ON TAG 71 PCB POLE, 1423 46.12 FT. TAG 7 O POLE, 19510% 73.95 T. VERA CREST � 25 LOT 1 0 I 2 LL 107.09 9 1 F ND 4 REBAR C "1'8091 OORE" 0g3', .9'W O ACCEPTED IS REFER TO (E) FOR ACCEPTED POSITION O IGIN ON. AT LOT COR. VERA ACT 299 C 174 CM. 26-25-44 FOUND * X" TIES FOR . IN HUE 1.5' DO USED TIES TO T U AND TACK. FOUND .PSG TAO 12904 I FENCE POST, 36'23', 36.57 FT. TAG #18091 I POWER POLE, 242'05, 35.45 FT. BOLT {1 FIE HYDRANT, 22514% 61.6 FT. CHISELED *" ON CURB RETURN, 297° 49.42 FT. TAG #18091 I PO .. POLE, 310', 44.47 FT I EST Im1 AVENUE U IIITE WASH'S 2134 • 509 45 40 I� • 9 458 X44 eS 0.00: ARCHITECTURE LAN CAPE ARCHITECTURE LAN SURVEYING LOT 8, BLOCK 1' WIDE STRIP MATES 2 2,307 S.F. 10' UTILITY . EASEMENT 10' UTIUTY EASEMENT —7' UTILITY 1 EASEMENT 7 28,946 S.F. 82.77' 3 10,492 S.F. S89 E 63.60' 10' UTILITY EASEMENT NC O'02'20 "E 2.34' w,....... L= 12.18' 80.00' 10' SEWER EASEMENT 5 10,800 S.F. 4 10,740 S.F. 65.00' S89 °49 #56' R` 160. 10' UTILITY EASEMENT FOUND #4 REBAR w /YPC 706 1 14,380 S.F. 80.13' 6 10,815 S.F. — 5' FUTURE AQUISIT1ON AREA 5 89'56'30 E 10.00' FOUND #4 REBAR MARKED 706 /SIMPSQN, 1.15' WEST 25' 3.5 BORDER EASEMENT RADIAL BEARINGS 0 L0 16T N89'4 '40"E 1335.11' 1335.05 "(C) 1335.09 0 ' N89 #49'56 "W AVENUE .47' (BASI OF BEARINGS) .45'(A) 1.49'(B) 1331.29'(C) 1331.3©'(D)(H) 1331.48'(G) ERA Cl EST BOWL /l// LOT 72 S89'5 2' O "E 2299' CUR N89'49'56 "' 322.88 322,86'(A) 24T-I AVENUE TABLE 100.00' FOUND 4 R AR, NO LOT 11 322.99' FOUND REBAR "1 706/SIMPSON VERA TACT208 FOUND #4 REBAR MARKED 708 /SIMPSON 322.E :1 '(G) LEGEND O FOUND MONUMENT AS N TED • SET 1 /2" REBAR WITH YELLOW PLASTIC CAP STAMPED "KDB 29286" (R) RADIAL BEARING ACT D SE CORNER OF TRACT 208, PER (6) REFERENCES A) VERA PLAT BOOK 0, PAGE 30 6) 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 NE COR., W 1/2, NE 1/4, 26 -25 -44 FOUND MAG NAIL NEAR RIM OF SANITARY SE MANHOLE SE COR., W 1/2, NE 14, 26 -25 -44 FOUND PK NAIL SURVEYOR'S NOTES 1. THE AREA OF THIS SUBDIVISION IS 2.36 ACRES. 2. DATE OF THIS SURVEY IS APRIL 30, 2002. SHEET 2 OF 2 RECEIVED SEP 1 2002 TY EN41 SPOKANE COUNTY AUDITOR'S CER F CA Filed for record this ___ day of at ,— __—__. M., in Book of at the request of P k THE BLOCK CO OF s SU AFFIXED CON U A PRO( ne County Auditor by Deputy GRAPHIC SCALE 30 0 30 IN FEET inch 30 MARGINS OF PUBLIC ROADS OR BACK OF SIDEWALK WHICHEVER PROVIDES GREATER SETBACK E AFOREMEN 0 NTS 5' PER STORY SIDE YARD MIN. 55' SETBACK FROM CENTERLINE }R 25° SETBACK FROM RIGHT F A, WHICHEVER PROVIDES THE LARGER SETBACK PUBLIC ROAD BUILDING SE ACKS EN NOTE D:��::NTER N TO BE ROPOSED IM OP TH THE CMPLE ON OF T S OF BEARINGS N89'49'56 "W ALONG THE CENTERLINE OF 24TH AVENUE PER E FINAL PLAT OF VERA CREST SUBDIVISION RECORDED IN BOOK 14, PAGE 11. 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. FINAL PLAT OF PRAIRIE ORCHARD LOCATED IN THE NE i/ 4 OF SECTION. 26, T.25N. R.44E. SPOKANE COUNTY, WASHINGTON JULY, 2002 60 20___ at Page MARGINS OF PUBLIC ROADS OR BACK OF SIDEWALK WHICHEVER PROVIDES GREATER SETBACK 0 AYS, THE ACTUAL ENTS WILL NED IMPROVEMENTS. SP C CONY SEP 6