Loading...
cr19_0372CORNER RECORD Agency Index CR190406 Document Number 2&9-037.Z City of PALM SPRINGS County of RIVERSIDE California Brief Legal Description LOT 3 MB 345/76-77 T4S R4 SEC. 10 CORNER TYPE X ❑ Government Corner 1:1 Control ❑ Meander ❑X Property ❑ Rancho ❑ Other Date of Survey June 5, 2018 PLS Act Ref.: ❑X 8765(d) Corner/ ❑X Left as found Monument: ❑ Found and tagged COORDINATES (Optional) N. E. Elevation Units ❑ Metric ❑X 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 8771 ❑ 8773 ❑ Other: ❑ Established Reestablished ❑ Rebuilt Referenced Narrative of corner identified and monument as found, set, reset, replaced, or removed: 0✓ 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 August 15. 2018 Signed PIAA:� P.L.S. or R.C.E. No. LS 7070 COUNTY SURVEYOR'S STATEMENT This Corner Record was received and examine and filed Signed P.L.S. orE No. Title County Surveyor's Comment 915-12o i q R-13 -A011 0406 BPELSG-2016 Page loft ❑ Pre -Construction ❑ Post -Construction ��D SND SU�L cj PHILLIP K. FOMOTOR No. 7070 OF CA / �'. MC No. 8488 �ir��`�1 z Exp. 12-31-20 . 1 OJA/ 0 _ pt 7 'Z02 UOGUfTlefli IVUfT1D@f �'"' � `� u � �- �� (NO'13'33'W 254.89' r w z J z 0 U W m VIA MONTE VISTA Inaex um-lyu4un BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING N89'46'270E BEING THE CENTERLINE OF LAS -d PALMAS HEIGHTS PER MB 345/76-77. a �o � o m M W w W n d z W O = O Q~ Z fa ^ � � Z M cn f\ j LOT 1 = w Q N Zw o d J f- ?< 3 o o MB 345/76-77 = Z Qae QJXW �0� N I � ul 6i Z T T- O (n 0 Z (n T Z aW Zm W m z 08 ri Ln O Ln O Li z Ln lQ o I Lnnmzm0�Nw M Il w N N Q n Qm PO QU I U�Uin t+00 0 431 Ln Z LOT 2 IQ�U Z�m zin MB 345/76-77 4J 1 •• 0 4 • M !7C (N 13'3O'35"W 0 N 43.50'(R))M&CAL'C < w r: z N � � m z C� w z 4 NO' 13'33"W 210.16'I` 3 W L- r'� La m to ¢ (N00'13'33"W 210.09') — 0 �` rs a 0 rp M U go m U Q 11, W m M NO'13'33"W 0.26' 2 / 7 ,f = M a '"� z t� L' Nr L' w O U O (L=50.20' R=43.50' ^ ❑ 100 a v A=66'07'07")M&R Z= 3 0 ¢ o U=" n U r� N89'46'27'E 0.19' 3 J , J z0 n Ln ul LOT 3 N v Li ac r "rl rn¢r{N894627E MB 345/76-77 � O Ln to 73.27')M&R o th W 0 1, p F, z w — '' fL N J CORNER FALLS IN HEAVY VEGETATION. SET `� 0 ❑ 20 �- TAG ON WALL ALONG SIDE LOT LINE. a W r¢- �_- = m • � o Ln 3 o ix s or z a Lr z a_ O rn NO'Ofi'43"W 120A0' 3°r, ¢ ❑ a a z {NOO'06'43"1M 120.06') ��� r z W U z U V z W La r LOT 4 ir a o o a 0.61' Z MB 345/76-77 785.23' (785.03') to POINT RE-ESTABLISHED BY 51 BEARING -BEARING INTERSECTION. NORTH SCALE 1 "= 60' BPELSG-2016 Page 2 of 2