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cr18_0433CORNER RECORD City of City of Perris Brief Legal Description I X Agency Index Document Number County of Riverside California Lots 11 & 14, M.B. 1/33, SEC. 13, TAS., RAW., S.B.B.&M. CORNER TYPE Government Corner ❑ Control Meander ❑ Property Rancho ❑ Other N. ❑ Elevation Units COORDINATES (Optional) E. Metric ❑ U.S. Survey Foot ❑ Horizontal Datum Date of Survey December 15, 2017 Zone Epoch Date —Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ 4ALeft 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 42 for description(s): The basis of bearings for this survey is the California State Plane Coordinate System, CCS83, Zone 6, based locally on Control Stations "MLFP", "P477", and "PPBF" NAD 83 (NSRS2011) EPOCH 2010.00. All bearings shown on this map are GRID. Quoted bearings and distances from reference maps or deeds are as shown per that record reference. All distances shown are ground distances unless specified otherwise. GRID distances, may be obtained by multiplying the ground distance by a combination factor of 0.9999202772. Calculations are made at "2001" with coordinates of: N: 2,244,550.068, E: 6,257,116.980, using an Elevation of 1577.68 feet. SURVEYOR'S STATEMENT-/�—�"� This Corner Record was prepared by me or under my direction in conformance with the Professional Land Survevors' Act on , February 2, 2018 Signed P.L.S. or R.C.E. No. 8509 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 2_1 (� 9 j and examined and 'led Signed - - P.L.S. or R. No. } Title c,l_ County Surveyor's Comment BPELSG-2016 Page 1 ot2 NIGUEL A. \ VILLASENOR LS8509, uycurnern rvumQer Agencv Index Assessor's Parcel Number. CORNER RECORD NO. 330-210-014-4 Date Prepared. 12/19/17 NE 1/4 SECRON 13, T.4S, R.4W., SB.B.&M. --I3 M---, ALNUIT ST. 1 --- _44 L21_ I _ � L__ � _ _ GRAPHIC SCALE N v 300 0 150 300 W Lut LOTS 11 & 14MELinch l i — — 300 ft. �c J REVISED MAP OF — I CfflN LERS SLMI VISION I M.B. 1 / 33 001 SII M. 44' 64' _ L7 _ 01 L12 L26 SURVEYOR'S NOTES: % DENOTES R&CORD D DATA PER R. S, 16, 3106. • INDICATES FOUND MONUMENT AS NOTED. ® INDICATES MONUMENT DESCRIPTION. N 10 SEE SHEET i FOR BASIS LuOF BEARINGS 6 Q MONUMENT'S NOTES: �I N 89 02 59 E / n OUND IN AG STAMP WED L� N 86 3365 Q I PER R.S. 63/36 & R.S. Z 146/25-26 L20 FOUND 1" LP., DOWN 24' Z I WITH TAG STAMPED RCE 24102 NO REFERENCE. N 00 ® FOUND 1' I.P., DOWN 12" I N 88'53'48- WITH TAG STAMPED L.S. �I3365 PER R.S.63/36. L22 I N 09'25'14" ® FOUND 10 I.P. DOWN 4" L4 L24 �-- L3 PLACENTIA L 17 ---� L2 _ STREETr5l N 10 WITH TAG STAMPED L.S. 5390 PER P.M. 202/16-1 FOUND 7. DOW 4 N 89'02'59' E - 8 N 88 WITH AG STAMPED L.S.r N 89 02 59 E N N 86 3365 PER R.S. 63/36 DATA TABLE ND. BEARINGIDELTA I LENGTH I BFARING/DELTA I LENGTH L16 1 N 09"25'14" N 674.02' N 10 L 17 N 89'02'59' E 537. 10'" N 88 L18 N 89 02 59 E 650.46 N 86 L 19 N 00'42'34" E 665.70 N 00 L20 N 00'42'34" E 665.69 N 00 L21 I N 88'53'48- E 1 950.44 N 88 L22 I N 09'25'14" W 1 1348.07 N 10 u © FOUND I- I.P., DOWN 6" WITH TAG STAMPED L.S. 3365 PER R.S. 63/36. FOUND I- LP., DOWN 14" WITH TAG STAMPED L.S. 3365 PER R.S. 63/36. ® FOUND 1' LP. OPEN, DOWN 6" IN LIEU OF 1" LP. W/TAG 4230 PER P.M. 62113. ACCEPTED AS CENTERUNE INTERSECTION OF PLACEN71A STREET AND SHARON ANN LANE PER P.M. 62/13 FOUND 1' LP., DOWN 14' W17H TAG STAMPED L.S. 3365 NO REFERENCE. 10 FOUND 2' I.P. WITH BRASS CAP STAMPED AS SHOWN BELOW, DOWN 12" FOR CENTER OF SECTION 13, T4S, R4W., PER R.S. 146/25-26. POINT No. '2001' N. 2,244,550.068 E. 6,254,116.980 ELEV 1577.68' I ART01 BPELSG-2016 Page 2 of 2 W.57 N 85-16'30" E 196.50' 34. 13' N 88 16'30 E 1384. 12' 31.38 N 00'04'30" E 1331.47' 54.00 11.43