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cr17_0650CORNER RECORD Agency Index 17-0118 Document Number ty of Unincorporated County of Riverside , California Brief Legal Description Lots 1 through 3 in Blk E of Riverside Valley Gardens per M.B. 11/88. Sec. 29 T. 3S., R. 6W., S.B.M. CORNER TYPE Government Corner Control rl Meander Property N. Elevation Units COORDINATES (Optional) E. Metric 17, U.S. Survey Foot aw Lj Rancho11 Other Horizontal Datum SITE Zone Epoch Date Date of Survey January 17, 2017 Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 8765(d) 8771 F1 8773 Other: Corner/ ®Left as found ❑Established ®Rebuilt Pre -Construction Monument:Found and tagged Reestablished Referenced Li Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed: Q✓ See sheet #2 for description(s): IND SURVEYOR'S STATEMENT A®�bL r, This Corner Record was prepared by me or under my direction in conformance with 401 43q the Professional Land Surveyors' Act on December 13, 2017 signed P.L.S. o No. cPJ !i �� CALIF COUNTY SURVEYOR'S STATEMENT This Corner Record was received 1, 13-- ( -7 and examined and filed Signed.. P.L.S. or R E. Title County Surveyor's Comment No BPELSG-2016 Page 1 of 2 I Document Number ,/ 12 7 SAMPS-AVENUE FD. P.K. NAIL & WASHER STAMPED "RIV. CO. TRANS." FLUSH, PER C.R. 05-217. ACCEPTED AS CENTERLINE INTERSECTION OF ESTELLE ST. & ELLIS PROCEEDURE OF SURVEY AND MONUMENT ESTABLISHMENT NOTES ;THE LOT CORNERS SET, HEREON WERE ESTABLISHED BY PROPORTIONATE MEASUREMENT UNLESS OTHERWISE NOTED BELOW. POINT "A" WAS ESTABLISHED BY PROJECTING THE LINE DEFINED BY POINTS "D" & SOUTHWESTERLY AT A PROPORTIONATE DISTANCE RELATIVE TO LINE "D" & "E". POINT "B" WAS ESTABLISHED BY PROJECTING THE REAR LINE OF THE LOTS IN BLOCK "E" NORTHWESTERLY TO THE RAILROAD RIGHT OF WAY IN ORDER TO ELIMINATE AN ANGLE POINT AT THE SOUTHERLY CORNER COMMON TO LOTS 1 AND 16. Index 17-0118 A DILIGENT SEARCH WAS MADE AT THE INTERSECTIONS OF THE CENTERLINES OF STREETS WITH THE"RAILROAD RIGHT OF WAY AND NONE WERE FOUND BETWEEN BLOCK "A" AND BLOCK "E" OF MB 11/88. THE CURVE FOR THE RAILROAD RIGHT OF WAY WAS ESTABLISHED BY HOLDING POINT "A" AND USING THE RADIUS OF 5779.58 AS COMPUTED USING A 1 DEGREE CURVE AT THE CENTERLINE OF THE 100 FOOT RAILROAD RIGHT OF WAY PER MB 11/88. POINT "C" WAS ESTABLISHED BY PROJECTING THE LINE DEFINED BY POINTS 'F" & "G" TO IT'S INTERSECTION WITH THE RAILROAD RIGHT OF WAY LINE AS ESTABLISHED ABOVE. SURVEYOR'S NOTES BASIS OF BEARINGS IS TAKEN FROM THE N'WLY LINE OF BLOCK F PER M.B. 11/88, BEING N 6712'00" E. • DENOTES FOUND`MONUMENTS AS NOTED ttASIS "' j �� )F BEARINGS •, a -^ a �' DISTANCE 1 Z 95.44' �a rn'co Z �- O w�zao w > 90> z R -nrn. C:) F W n z ACU rn�n°'--� m 65.04 r ; n a 7-24 oo � rnrn 90 n1� m�zo N go mZoo T1 Tl N 3419'12" W 35.31' 7 FD. P.K. NAIL & WASHER STAMPED "RIV. CO. TRANS." FLUSH, PER C.R. 05-214. ACCEPTED AS CENTERLINE INTERSECTION OF ESTELLE ST. & BYRON ST. 9 LINE DATA QN BEARING DISTANCE 1 N 3419'44" W 95.44' 2 N 34'19'44" W 65.03' (� N 3419'28" W 65.04 4 N 3419'28" W 64.68' 5 N 3419'28" W 194.73' 6 N 3419'12" W 35.31' 7 N 3419'12" W 65.02' 8 N 34'19'12" W 165.34' 9 N 55'41'43" E 144.31' 10 N 55'41'33" E 144.30' 11 N 55'41'24" E 144.30' 12 N 55'41'33" E 288.61' 13 N 55'41'43" E 288.62' 14 N 55'41'24" E 288.60' 15 N 67'12'00" E 22.31' 16 N 6712'00" E 147.28' 17 N 67'12'00" E 200.21' 18 N 34.19'28" W 519.85, 19 N 6712'00" E 30.62' 0 N 3419'44" W 220.50' 21 N 34'19'44" W 550.65' © N 55'40'34" E 144.27' Q DENOTES SET 1" I.P. TAGGED L.S. 4343, FLUSH. CURVE DATA ( ); DENOTES RECORD DATA PER M.B. 11/88. "X" '' DENOTES POINT DESIGNATION IN PROCEEDURE OF SURVEY. S.F.N. `'DENOTES SEARCHED, FOUND NOTHING. ALL I.P. DIMENSIONS ARE INSIDE DIAMETER. Q DELTA RADIUS LENGTH TANGENT 1 12'06'00" 5779.58' 1220.56' 612.56' O2 114'30" 5779.58' 125.26' 62.63' 3 015'16" 5779.58' 25.65' 12.82' BPELSG-2016 Page 2 of 2 (95.40') (65.00') (65.00') (64.65') (194.65') (35.30') (65.00') (165.30') (144.18') (144.18') (144.18') (288.36') (288.36') (288.36') (22.47') (147.14') (200.23') (519.65) (30.62') (225.40') (550.40') (144.18') p=12'06'00° (L=125.03') (L=25.65' CALC'D)