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cr20_0417CORNEROECODD Agency Index Document Number CR 190453 2020 - 04\1 City of MURRIETA County of RIVERSIDE , California Brief Legal Description PARCELS 3, 4, 5 & 6, PARCEL MAP NO. 32256, PMB 210/70-71 X 15 S. 15, T.7S., R.3W., SBM (PROJECTED), RANCHO TEMECULA PLS Act Ref:® 8765(d) CORNER TYPE Government Corner❑ Control Meander ❑ Property Rancho ❑ Other COORDINATES (Optional) N. E. ❑ Elevation ® Units Metric ❑ U.S. Survey Foot ❑ ❑ Horizontal Datum Zone Epoch Date Date of Survey AUGUST 12, 2019 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 ❑ 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: 0 See sheet #2 for description (s): • — FD MON. AS NOTED • — MON SET AS NOTED () — PER PM NO. 32256, PUB 210/70-71 AO — INACCESSIBLE, FALLS BETWEEN WALL & FENCE, EST BY PRORATION PER ( ) SURVEYOR'S STATEMENT © — INACCESSIBLE, FALLS BETWEEN WALL & FENCE, EST BY COMPASS RULE ADJ. PER ( ) © — INACCESSIBLE, FALLS UNDER LARGE, IMMOVABLE PIPE, EST. BY PRORATION PER ( ), SET 1 " IP, LS 8133, AT 2.00' OFFSET This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surve ors! AIN on NOVEMBER 11, 2019 Signed P.L.S. orR-G.E. No. 8133 COUNTY SURVEYOR'S STATEMENT This Corner Record was received // P / Z - zdl 9 and examined and filed Signed P.L.S. or.l' No. Titley l'eg,s ScoRyq®k County Surveyor's Comment BPELSG-2016 Page 1 of 2 NPL LAAS ND D. Q y � o * No. 8133 EXP. 12-31-20 ��qTF OF CA�- F���\P a n s-% In 1.% r1 A 1 r1 Document Number G,v c..v v- r I i Agency inaex 1=' It v 0 I 45 a p 60 d - z i Q - EC I W WNL Z N�� Wc�o >�nL6 Q�N U(D N ®�Wo UQoL6 Q;1- y�o Z m AVENIDA VENIDA O� W J Z � 07 45 Q PARKCREST DRIVE BPELSG-2016 t'0 010 A A 9Z4 FD I" IP, RCE 11842, DN 0.7 , IN LIEU OF I" 1P, LS 5529, PER () Page 2 of 2 0 0 I I tai J Q U V) JN: 496-001 FD I" IP, RCE 11842, W -,--N N DNO.3'PER O o z�00 N FD 1 " IP W/ PP, ILL EG., o N o 5 LLA NO. 000-002 6 .� FLUSH, IN LIEU OF 1" IP,7 Z O LS 4547 PER ( ) ^ � FD L&T, LS 3301, IN NO3°42'41 "W 0. 12' ' LIEU OF L&T LS 4547, �z FINT, h PER O c6 c6 (160.00)00 r © (145.20) (174.79) 145.21 174.81 160.00 W N89°36'20 "W 320.00' (320.00) W� J N89°3634 "W 320.02' (319.99) FD I" IP, ILL EG., DN 0.3 1,9�, �0. z HELD PERPENDICULAR 2.00 ' J 0 o IN LIEU OF I" 1P, LS 4547, PER () I h� o LO� `p� PARCEL „A" W� � Z U p j FD S&W, ILLEG., FLUSH, NJ20.01'Z� N8936' 15 "W (320.00) u�N 5 LIEU OF S&W, LS 4547, FD 600 NAIL, EST. BY o � o o IN PRORATION, N75°30, 27 W 0. 11 TO NAZI , .SFT L &T LS 813.3 PER O h 5n' ^r 3 PM NO, 32256 ©�1. (10') PMB 210/70-71 77.1 1,' FD L&T, LS 4547, 4 PER O PARCEL "B" O FD I" IP, RCE 11842, DN 0.7 , IN LIEU OF I" 1P, LS 5529, PER () Page 2 of 2 0 0 I I tai J Q U V) JN: 496-001 N89 °36 07 W 320.00 (320.00) 5 LLA NO. 000-002 6 .� 2004-0334545 O.R. N 1 FD 60D NAIL, EST. BY ^ � NO3°42'41 "W 0. 12' FINT, IL, SET L&T, LS 81330-01 (160.00)00 r © 160.00 W N89°36'20 "W 320.00' (320.00) z HELD PERPENDICULAR 2.00 ' N TO CL HANCOCK AVE o o PARCEL „A" � Z U p j FD S&W, ILLEG., FLUSH, N LIEU OF S&W, LS 4547, IN PER O h FD I" IP, RCE 11842, DN 0.7 , IN LIEU OF I" 1P, LS 5529, PER () Page 2 of 2 0 0 I I tai J Q U V) JN: 496-001