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cr17_053910191rd = a *90-Iftc ity of Brief Legal Description X INDIO Agencylndex 170326 Document Number /'— County of RIVERSIDE , California PORTION OF THE NW 1/4 OF SEC. 30, T5S., R.8E., S.B.M. CORNER TYPE 17 Government Corner ❑ Control Meander ❑X Property Rancho ❑ Other Date of Survey May 12, 2017 N. 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 COORDINATES (Optional) E. PLS Act Ref.: ❑X 8765(d) ❑ 8771 8773 Other: Corner/ ❑X Left as found ElEstablished ❑ 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 This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Act on July 31, 2017 �(/ Signed C,ok F(Arr(k P.L.S. or RXXI$. No. COUNTY SURVEYOR'S STATEMENT This Corner Record was received 7— and examinendfiled Signed P.L.S. or R..E. No. Title County Surveyor's Comment BPELSG-2016 Page 1 o(2 /\0 LgNo\ G ZHARLES R. HARRIS it a. 1 No. 4888 1 �F CF CAL\F0� No. 8488 Exp. 12-31-18 Document Number ncv Index 170326 ENTERPRISE -24 19N 89'54'03° W 1328.83' (N 89'54'03° W 1328.91') ■ WAY— _25\ 30 1298.83' BASIS OF BEARINGS O O DO '0 ,6 O �_ n 4 O O — ■ N O 0 N � SCJLn 0 0 O O D p Zz zV C; OF tx M � Off• �1 0 LLI LLI SNF • M CC fA n om,VD, `� .sem, s� 7 cc �\ • Z • \ s s NOT TO SCALE 9 SNF (N 89'58'44" W 1066.71) DN. 0.8' N 89'58'29" W 1066.68' ::� • i 103211' (103213') LINE DATA NO. BEARING LENGTH -� �. J 11 11 ro/ 9 :l J L1 N 29'46'10" W 26.64' �2 6��� POR. OF SW 1/4, L1 N 29'46'32" W 26.66' �r'q,p 6'0, � SW 1/4 SEC. 30 CURVE DATA �� 's �� 9cA `-\ IQ e O (N 60`13'28" E) ^ NO. DELTA RADIUS LENGTH r':p o ���� s10 2 (20.00') n Cl 03'42'19" 4050.00' 261.91' R&M ' N 60'13'50" E o C2 03'42'19" 4008.00' 259.19' R&M p ✓ J 20.00' SNF C3 29'35'20" 970.00'500.93' R&M d��rn<� C4 29'35 20 1000.00 516.42' R&M NOTES: J* SNF N INDICATES FD. 1" IP, STAMPED "RCE 24951", FL., UNLESS o NOTED OTHERWISE, PER RS 110/94-95. r'�6 0 INDICATES FD. GIN SPIKE & WASHER STAMPED "RCE 24951" fin\ o`o J \ n 0 w M FL., PER RS 110/94-95. �� SNF O Ln0 ro Q INDICATES FD. LEAD W/NO TAG FL. IN TC., NO REF. /2 o n r2 INDICATES FD. GIN SPIKE & WASHER STAMPED "LS 5479", FL. coo o� Qo PER CR 17-0321, �'a� s z �06zr° z0 m INDICATES FD. N&T STAMPED "RCE 24951 FL., IN CONC. r�p`CP.r''Q� PER RS 110/94-95. s�r'� o �� N N ■ INDICATES FD. 3" BR. DSK. STAMPED BLM "W 1/16 S19/S30 1977" �r ��i s� 0N N NN UP 0.4', PER RS 110/94-95. zo N N () INDICATES RECORD DATA PER RS 110/94-95. °'����' * INDICATES RECORD BY ADDITION. R&M INDICATES RECORD AND MEASURED. N 89'56'03" E 252.44' SNF INDICATES SEARCHED NOTHING FOUND NOTHING SET. (N 89'55'38" E 252,42) ON. 0.4' 0 N 0 b 0 ►I THE BASIS OF BEARINGS IS THE NORTHERLY LINE OF SECTION 30, TOWNSHIP 5 SOUTH, RANGE 8 EAST, S.B.M., AS SHOWN ON RECORD OF SURVEY, ON FILE IN BOOK 110, AT PAGES 94-94, OF RECORDS OF SURVEY. TAKEN AS: N 89'54'03" W J.N. 1868 BPELSG-2016 Page 2 of 2