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cr19_0253CORNER RECORD City of Brief Legal Description Agency Index CR190001 Document Number Z019-0253 County of Riverside , California Parcel 1 of Parcel Map 12858 PMB 73/67. Sec. 9. T.7S.. RAW. S.B.M. CORNER TYPE COORDINATES (Optional) N. E. X Government Corner 0 Control Elevation n Meander Xi Property Units ❑ Metric ❑ U.S. Survey Foot --------- 9 -------- ­ El Rancho 0 Other Horizontal Datum Zone —Epoch Date Date of Survey February 12, 2018 Vertical Datum _ ❑ Complies with Public Resources Code §§8801-8819 T.7S., R.1 W., S.B.M. ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ❑X 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ ❑ Left as found ❑ Established ❑ Rebuilt Pre -Construction Monument: ❑ Found and tagged Reestablished ❑ Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed ❑✓ See sheet #2 for description(s): SURVEYOR'S STATEMENT QWESS/py9 This Corner Record was prepared by me or under my direction in conformance with C z the Professional Land Surveyors ct on _February 23 .2018 La! No. 22428 Signed P.L.S. or R.C.E. No. 22428 L�q CMLNt- QF CA0Fad COUNTY SURVEYOR'S STATEMENT This Corner Record was received January 7, 2019 and examined Signed P.L.S. or I No. 7G// ,ONNL LA Title E ? �co`D p?Q G, 19 �G9 County Surveyor's Comment min No. 7611 M * Exp. 12-31-20 *) 93" SPELSG-2016 Page 1o(2 Document Number Z0/? -0253 Agency Index CR190001 SURVEY TO RE—ESTABLISH CORNERS FOR PARCEL 1 OF PM 12858, PM 73/67. FD. 1 1/4" OD. IP., ON. 0.5', MELTED PLUG ACCEPTED AS MONUMENT PER CR 01-311. N 89'35' 42"E ply ti �J"-Jmms Pm 1O&W-'� N M 00 Q M FD. 1 1/4- OD. IP., DN. pQ� 0.9', LS 4230 PER CR P) m 15M 00-293 & PM 73/67. I pm 66123-11?4 1037.49' [N89'35'42"E 1037.61'] BASIS OF BEARINGS 451.06' [451.11' NB9'35'41"E 450.65' L2 243.95' [243.95'] 207.11' 485[38'7[ 85.50'] 552.11' [552.11'] FD. 1 1/4" OD. IP., [N89'35'42"E 1037.61'] FLUSH, LS 4251 PER CR 00-293, CR 01-311 & PM 86/23-24. ,ri PAR 1 PM 12858 - o NO izv PM 73 / 67 0 0 0 0000 � FD. 1 1/4" OD. IP., UP 0.5', LS 4230 ACCEPTED PER PM 73/67. HELD AS BEING ON RADIAL LINE. �� tea' °` 0.2' OUT OF POSITION. d V N77'34'00"W (R) r 00 /AI ��.7 A L (r4 (100.006) 1481'27' 16 99.85' c 61.42' (61.61') FD. 1 1/4- OD. IP., DN. 0.3', NO TAG ACCEPTED PER PM 73/67. �2 \ Q' o & JRQa RIGHT OF WAY ESTABLISHMENT NOTE Q h R ° TO ESTABLISH SIDELINE OF GREEN MEADOW o ,V C ,Co �a L�vry`ti y� ROAD, THE FOUND BEARING BETWEEN THE TWO o ^ �.� n Q/ MONUMENTS AT SOUTHEAST CORNER OF THE PROPERTY WAS PRODUCED WEST TO MEET A pQ z �, OV0¢� �,�oobo� �4► 180.00' RADIUS CURVE, THE RADIAL BEARING c'ry c� TO WHICH PASSED THROUGH FOUND p(uM 13943 o_ ¢� 6���'�`i'�' MONUMENT AT POINT OF REVERSE CURVATURE (0.2' WEST OF CALCULATED POSITION). FROM THE POINT OF REVERSE CURVATURE, A u 270' -RADIUS CURVE WAS TURNED ON THE �' SAME RADIAL TO MEET A TANGENT EXTENDING FROM THE FOUND MONUMENT AT THE SW g2`(' PROPERTY CORNER. a� ���•�p�� SURVEYOR'S NOTES: 9/y� .Igl BASIS OF BEARINGS: BEARINGS HEREON ARE BASED ON THE SOUTH PARCEL LINE OF PARCEL 1 PER PM 86/23-24 BEING N.89'35'42"E. () INDICATES, REC. DATA PER PM 73/67. [ ] INDICATES, REC. DATA PER PM 86/23-24. L1 N89'35'42"E 308.16' O INDICATES, SET 1 1/4" OD. IP., FLUSH, RCE 22428. [N89'35'42"E 308.16'] INDICATES, FD. 1 1/4" OD. IP., DN. 0.3' PER PM 73/67. © N89'35'42"E 278.27' (UNLESS NOTED OTHERWISE) (N89'35'41"E 278.31') / INDICATES, SEARCHED FOUND NOTHING, SET NOTHING. [N89'35'42"E 278.34'] SCALE 1"=100' BPELSG-2016 Page 2 of 2