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cr25_0597CORNER RECORD Agency Index CR240538 Document Number Djaz�; City of RIVERSIDE County of RIVERSIDE , California Brief Legal Description LOT 6, TRACT NO. 3540, MB 57/41-42 CORNER TYPE ❑ Government Corner ❑ Control ❑ Meander ® Property ❑ Rancho ❑ Other Date of Survey J U N E 21, 2024 PLS Act Ref: ® 8765(d) ❑ 8771 Corner/ ❑ Left as found ❑ Established Monument: ❑ Found and tagged ® Reestablished ❑ 8773 ❑ Rebuilt ❑ Referenced COORDINATES (Optional) N. _ E. Elevation Units ❑ Metric ❑ U.S. Survey Foot Horizontal Datum Zone Epoch Date Vertical Datum ❑ Complies with Public Resources Code §§ 8801-8819 ❑ Complies with Public Resources Code §§ 8890-8902 Narrative of corner identified and monument as found, set, reset, replaced, or removed: ® See sheet #2 for description(s): SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Sury orsA on JULY 18 , 2024 SignedM P.L.S. or R.G.E. No. COUNTY SURVEYOR'S STATEMENT 8133 This Corner Record was received 04/30/25 and examined and filed Signed P.L.S. or ROE. No. 8488 Title County Surveyor County Surveyor's Comment ❑ Other: ❑ Pre -Construction ❑ Post -Construction a�° L LANQ Cl- A� iZ k* No. 8133 EXP. 12-31-24 ��q�� 4F CAL�FO��~Y- NoNA ��D�� No.8488 - o * Exp. 12-31-26 OF C MY BPELSG-2016 Page 1 of 2 Document Number 20209 Agency Index CR240538 Cl - d=21'JO'19" R=900.00' D L=337.80' T=170.91 ' =21'3Q 29" R=900.00 R ) L=337.85' T=170.94' a 0 C_ C2 - 0=00756100" R=1198.00' ❑O 1=19.52' T=9.76' } d=00'56'00" R=1198.00' ;II L=19.52' C ^ C3 - d=90'00'JJ" R=20.00' 1 J L=31.42' T=20.00' U U =89*59'50" R=20.00' ) L=31.41 ' T=20.00' / ^ C4 - d=89'59 J8" R=20.00' L=31.41 ' T=20.00' ^ d=89'59 50" R=20.00' L=31.41 ' T=2 0Q' O O ^ N89731 '58 "W F 1Q N00'30' 14 "E 69.98' (70.00) N 299.85' (299.87' CALC) C2 ©N89'29'10"W 100.02' (100.00) 126.86' 99.99' © N00'30 00 E 70.04' (70.00 B p EST. BY (100.00' � ®N89'31 06"W 100.02' (100.00) O PRORA TION CAL C) r Q N00730' 14 E 342.96' (343.06 E 40' PER () 12 12 © N00730 00 322.94' (323.06) 33' Q N00'30 00 E 784.90' (785.06) .IN 0o O Z O in Z in ❑ W �' F- , O U)^ ❑_^ CID o� O V- O O C I 40' 'R. NO 7441 NB 88J" O % o�p 6 P 5 O Z IR NO 3RO + MB 57/41-42 © ❑ 8Lri o W o� io n l � � ^ �o EST. BY PRORA TION PER () I (106.80) L80.04' 00 ) 106.85' A 186.89' (186.80) _ H 299.89' (299.79 } N89 29'27"W JOJO WAY Q -FD S&W, ILLEGIBLE. FLUSH ACCEPTED AS N&F PER ( ) © -FD S&W. ILLEGIBLE, FLUSH NO REC., ACCEPTED AS BEING ON CL OF CREST AVE. © -SNF, EST. BY COMPASS RULE ADJUSTMENT PER (R1) 2-FD S&W, ILLEGIBLE, FLUSH NO REC., ACCEPTED AS BEING ON CL OF CREST AVE. ❑E -SNF, EST BY COMPASS RULE ADJUSTMENT PER ( ) 0 -FD S&W, ILLEGIBLE, FLUSH ACCEPTED AS 1 " IF, LS 2788, PER ( ) © -FD SLASH IN CURB, ACCEPTED AS LOT LINE PROLONGATION, SET TAG, LS 8133 FD SPIKE HOLE IN ASPHALT, VERIFIED POSITION PER TIES SHOWN ON CR 12-0200 0 - FD MON. AS NOTED p - MON SET AS NOTED () - REC. PER TR 3540, PER MB 57141-42 (R 1) - REC. PER TR 7441, PER MB 88159-60 PN.• 772-001 BPELSG-2016 Page 2 of 2