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cr24_0677CORNER RECORD City of PALM SPRINGS Brief Legal Description CORNER TYPE Agency Index CR240218 Document Number County of RIVERSIDE LOT 65 OF MB 37/37-38 I I 0 Government Corner ri Control N. Elevation Meander ©X Property Units 0 Metric Q U.S. Survey Foot © Rancho Other Horizontal Datum Zone Epoch Date Date of Survey January 11, 2024 Vertical Datum Complies with Public Resources Code §§8801-8819 T.4S, R.SE SECTION 29 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ❑X 8765(d) 118771 ❑ 8773 ❑ Other: 1)a2q — 0&?7 . California COORDINATES (Optional) E. Corner/ ❑X Left as found ® Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged Reestablished ❑ Referenced ❑ Post -Construction Narrative of comer identified and monument as found, set, reset, replaced, or removed: Q See sheet #2 for description(s): � ND SURD SURVEYOR'S STATEMENT ir This Corner Record was prepared by me or under my direction in conformance with UUKFOMOTORthe Professional Land Surveyors' Act on February 19. 2024 Signed P L.S. or�. No. 7070 COUNTY SURVEYOR'S STATEMENT This Corner Record was received March 21, 2024 and examined and filed �"'3-00-- Signed- P.L.S. or R.C.E. No. Title Riverside County Surveyor County Surveyor's Comment .�%?A No.8488 X BPELSG-2016 Page 1 oF2 uocument Numoer -1-v-1 v w ; I Index l:KL4uzib l `� LOT 66 MB 37/37-38 00 M 1 6.67' I.I.I 3 N89'24'55"E 130.31' 1. o 105.31' (105') (6 ir- i z in0 18.33' 6 o ,. 160 0 mZ p v N� LO W 0� O 0000 rnrn LOT65 33 3 MB 37137-38 0 0 30 m �2 Z �Oyi M j I.I.I '0 N N L=15.10' R=475.00' r� o o 3 Un 0 A=1'49'17" z z m Z z (L=14.99' R=475.00' A=1'48'32") o z 18.34' R=500.05' CALC'D 105.29' (N88'56'08"E 104.96') N89'23'08"W 130.29: o o 0 ESTABLISHED BY 6.66' O a COMPASS RULE. m LOT 64 Lo MB 37/37-38CC 1010 �o as A=8'43'00" L=76.07' zo ;v z z R=500.05' CALC'D a v 1 � � CO O of 2 rW W O � 02 V7 � Z 2 SCALE 1"= 40' SURVEYOR'S NOTES Q INDICATES SET 1 " IRON PIPE WITH PLUG STAMPED LS7070. FLUSH. a INDICATES, FOUND MONUMENT AS NOTED 0 INDICATES. -SET GEAR & SPIKE TAGGED LS 7070 IN F_ EN'CE POST FOOTING. ( ) INDICATES :RECORD DATA PER MB 37/37-38: BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING N00'35'05"W BEING THE CENTERLINE OF BRENTWOOD DR. PER MB 37/37-38. MONUMENT NOTES FD. BRASSCAP STAMPED GOLF COURSE IN LIEU 1 OF 3/4" I.P. PER MB 37/37-38. DOWN 0.1' L 2 FD. 3/4" I.P. PER MB 37/37-38. DOWN 0.5' IN WELL. ACCEPTED AS CENTERLINE OF BRENTWOOD DRIVE. FE_JN24003 BPELSG-2016 Page 2 of