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pe-1869d (2)t c. PI 11 1 , $ It ctureLcrld chit t1�r 707 West 7th • Sti 1te 00 (5 458 -6841 Spokane. WA 99204 FAX: {f1 458 -684 rte Pm 241 12, 919 S.F. 8' BORDER EASEMENT 2 5.00' 23.90' N89'04'40 "W 10.00' 4,084 S.F. 5,092 S.F. - N89'04'40 "W 10.00' L =6.91 N89'04'40 'W N8 '04'40"W 10' UTILITY EASEMENT ,984 S.F. 6.00' S8 '04'40"E 7,798 S.F. 5,237 S.F. 14316 = 24.32' S89'1 6'32 "E TRACT " "* 4,440 S. 77.89 TRACT "B " * 2,035 S.F. .1 I N89'04'40 'W 83.20' L= 11.91' 4,4 S.F. N89'04'40 "W 2 4,500 S.F N89 '0440 "W 90.00' 4 4,500 S.F. N89'04 40"W 90.00' o I 4,500 S.F. N89 "W 4,500 S.F. N 89'04' 40 "W N8 '04'40"W 5.00' 70.15' 6 2' 90.00' 4,500 S.F. N89'04'4 r) FND. PK NAIL AT S.I. PER (R2) S8C R2) )0'01'31' *(MEAS REBAR AT S.I. BEST AT.dwg, 07/00 , , ,., 2ND. RIGHT -OF -WAY DEDICATION 0.00 S89'04'40 "E S89'1'Ol "E '04'40 "E 24TH AVENuE 89'04'40 "E 322.40'(R2) 322.38' UTILITY EASEMENT 1328.33; R5) 1328.98 R2 328.50' 32ND AVENUE 92. '' A n n e -r N 1 rn'LJLJI1IUI'1 5 ADDITIONAL RIGHT -4F -WAY DEDICATION T' A ("T \_ 1 L LINE OF r W1/2 TRACT 212 L. T ") A (' ' r 1 90'09'00 90'10'15 R2) ALC. 90'01'31 "(R5) 90'00'06 "(MEAS) QUARTER CORNER CALC. POSITION FOR S.I. USING RECORD INFORMATION PER R2 & R3. FND PK NAIL N89'15'01 "W, 1.31' OF CALC. POSITION HELD FOR LINE OF 32ND ONLY. EXISTING RP'S: 1) FND TACK W /TAG #12904 IN NE BLDG. CORNER 5.50'W., 67.82' (R4= 67.68') 2) FND " +" ON FIRE HYDRANT S.46'W,, 61,92' (UIID =61, 79') 3) FND. DUPLEX NAIL IN TREE U. 52'E., 46.82' 10E 4) NW COR. POST CHN.LNK. FEI 5,20'E., 36.80' NEW RP; 1) FND. TACK W /TAG #1290 N.401., 36.76' 0 z FENCE POST NT t AR FND. 3/4'" IRON ROD DOWN 1.2' & RP'S PER (R4) & ULID 91 -03 REFERENCES PROPERTY LINE OR BACK OF WALK WHICHEVER PROVIDES GREATEST SETBACK TING R.P,'S; NW COR. OF HOUSE S.351‘, 80.22' 2) TACK W/ TAG #12904 S.75'W., 72.56' 3) TACK W/ TAG 112904 IN PP N.69'W., 55.88' BUILDING SETBACKS FLANKIr G ROAD) NOT TO SCALE N 'P P 0 20' SE ACK 5' SIDE YARD PRIVA ROAD CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 TANGENT NFORMAT1ON N89'04'40'' S40'55'20 "W S89'04'40 "E RADIUS 29.50' 65.00' 50.00' 30.00' 30.00 30.0©' 30.00' 30.00' 30.00' 30.00' 50.00' 5.00' PROPERTY LINE OR BACK OF WALK WHICHEVER PROVIDES. -- GREATEST SETBACK BUILDING SETBACKS (STREET OR ROAD NOT TO SCALE HOUSE 15' MIN. REAR YARD SETBACK HOUSE -20' SETBACK SHEET 2 OF 2 CURVE I LENGTH 15.05' 22.67' 18.76' 47.02' 47.22' 47.02' 47.22' 47.02' 47.22' 25.49' SIDE YARD -5' SIDE YARD F 15' MIN, RE, " }..I YARD SE (:;. AreK z I SIDE YARD C11 C12 C1 C14 0.00' 18.76' 22.67' 14.85' 47.23' CHORD 14.88 18.65' 21'29'50" 19'5853" 28'50'27" 9011'52" 42.50' 42.36' 42.50' 24.73' 14.69' 42.50' 29'13'20" '29'50" 89'48'33 90'11'27" 901 27" 40'29 NGENT 7.69' 11. 4 .5' 9.49' 29.90' 30.10' 2 x.90' 30,10' 29.90 a. 57 , 49' 4' DELTA SPOKANE COUNTY AUDITOR'S CER CATE Filed for record this _ _ day of at M., in Book of at the re quest of Spokane County Auditor by Depu GRAPHIC SCALE 30 0 15 30 60 BASIS OF BEARINGS THE BEARING OF N.00 "43'28 E. ALONG THE CENTERLINE OF BEST ROAD AS SHOWN ON THE FINAL PLAT OF THE SUMMIT AT EVERGREEN POINT, FILED IN VOLUME 19 OF PLATS, PAGE 22, WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAT. SURVEYOR'S NOTES THE AREA OF THE SUBDIVISION IS 3.08 ACRES. THE AREA OF THE PRIVATE ROADS IS 23,107 S.F. ACCURACY STATEMENT THIS SURVEY WAS PERFORMED USING A TOPCON GTS -303 FIVE - SECOND THEODOLITE AND ELECTRONIC DISTANCE METER. FIELD TRAVERSE METHODS USED WERE IN ACCORDANCE WITH WAC 332 - 130 -90 SECTION " 1234 -STREET ADDRESS 0 -FOUND AS NOTED. (Ri) (R2) (R3) (R4) (R5) LEGEND -PUD BOUNDARY ( IN FEET inch = 30 -SET " +" ON TOP OF CURB (AFTER OF ROAD IMPROVEMENTS) -SET 1/2" REBAR W /YPC STAMPED "MOORE 18091" - COMMON AREA ENCUMBERED BY DRAINAGE EASEMENT. /( 1 4 ZCDDWVI rV REFERENCES: y OM PLETIN RECEIVED p g 2000 FINAL PLAT E OF CRESTVIEW ADDITION 1 PLANED UNIT DEVELOPMENT) ATED IN THE SOUTHWEST QUARTER T SECTIO\ 26 T.25N., R.44E,W,M SPOKANE COUNTY, WASHINGTON FINAL PLAT OF THE SUMMIT OF EVERGREEN POINT, RECORDED IN VOLUME 19 OF PLATS, PAGE 22. SPOKANE COUNTY SHORT PLAT NO. SP 87 -487, RECORDED IN BOOK 5 OF SHORT PLATS, PAGE 100. SPOKANE COUNTY SHORT PLAT NO. SP 937 -93, RECORDED IN BOOK 11 OF SHORT PLATS, PAGE 78. FINAL PLAT OF AUTUMN CREST 2ND ADDITION, RECORDED IN BOOK 20 OF PLATS, PAGE 27. SPOKANE COUNTY SHORT PLAT 83 -231, RECORDED IN BOOK 2 OF SHORT PLATS, PAGE 71. at Page