Loading...
cr19_0191CORNER RECORD Agency Index Document Number CR180345 ZOO? - 619 City of PALM SPRINGS County of RIVERSIDE , California Brief Legal Description PORTION OF PARCELS 6070-1 B & 6070-21B OF R.S. 54/52-55 CORNER TYPE ❑ Government Corner ❑ Meander N. ❑ Control Elevation © Property Units COORDINATES (Optional) E. ❑ Metric ❑ U.S. Survey Foot ❑ Rancho ❑ Other Horizontal Datum Date of Survey Zone Epoch Date May 17, 2017 Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: © 8765(d) ❑ 8771 118773 ❑ Other: Corner/ © Left as found Established Rebuilt E] 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): 1 -FD. 3/4" I.P, OPEN, NO ID, DN 0.3', PER R.S. 54/52-55, ACCEPTED AS MOST W'LY COR. OF PARCEL 6070-213 OF R.S. 54/52-55. AFFIXED TAG "PLS 4989". 24D. 3/4" I.P. OPEN, NO ID, FLUSH, PER R,S. 54/52-55, ACCEPTED AS BC ON NW'LY LINE OF PARCEL 6070-213 OF R.S. 54/52-55. AFFIXED TAG "PLS 4989". 3 -FD. 3/4" I.P. W/PLASTIC PLUG "RCFC & WCD", DN 0.1', PER R.S. 54/52-55, ACCEPTED AS EC ON NW'LY LINE OF PARCEL 6070-2B OF R.S. 54/52-55. 44D. 3/4" I.P. W/PLASTIC PLUG "RCFC & WCD", DN 0.3', PER R.S. 54/52-55, R.S. 131/89 & M.B. 368/93-99, ACCEPTED AS THE INT. OF THE NW'LY LINE OF PARCEL 6070-2B OF R.S. 54/52-55 AND THE F.'LY LINE SEC. 33. 54D. 1" I.Y. W/PLASTIC PLUG "LS 4146", FLUSH, PER R.S. 131/89, ACCEPTED AS ON NW'LY LINE R.S. 131/89. 64D. 3/4" I.P. OPEN, NO ID, UP 0.3', PER R.S. 54/52-55, R.S. 131/89 & M.B. 368/93-99, ACCEPTED AS BC ON NW -LY LINE OF PARCEL 6070-1B OF R.S. 54/52-55. AFFIXED TAG "PLS 4989". 7 -FD. 3/4" I.P. OPEN, NO ID, UP 0.1', PER R.S. 54/52-55 & R.S. 131/89, ACCEPTED AS BC ON SE'LY LINE OF PARCEL 6070-113 OF R.S. 54/52-55. AFFIXED TAG "PLS 4989". 84D. 3/4" I.P. W/PLASTIC PLUG "RCFC & WCD", UP 04, PER R.S. 54/52-55, R.S. 131/89 & M.B. 368/93-99, ACCEPTED AS INT. SE'LY LINE PARCEL 6070-1B & E'LY LINE SEC. 33. 94D. 2 1/2" BRASS DISK STAMPED 1/4 S33-34", UP 0.3', PER R.S, 54/52-55, R.S. 131/89 & M.B. 368/93-99, ACCEPTED AS EAST 1/4 COR. SEC. 33. �1 SURVEYOR'S STATEMENT LA% This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Act orfebruarV 12, 2019 CHARLES R. HARRIS _! � L w(�" A r 1 No. 4888 1 Signed (� !-P.L.S. No. 4989 q OF COUNTY SURVEYOR'S STATEMENT This Corner Record was received u 201 S and examined and filed 3-9-7—/9 pp QQ Signed � � � P.L.S. orf -B-E. No. 84p0 �C� � AND S{� Title St&. -J r' M C�F�' a f County Surveyor's Comment 0 Z No. 8488 Exp. 12-31-20 BPELSG-2016 Page 1 of 2 .%wie n/Gl uocumem IvumDer o --&-,c 1 yr r NE'LY R/W HWY 111 ency Index uhi tsuo4o WILY LINE RS 131/89 SFN - ESTABLISHED AT THE INTERSECTION --\, OF THE PROLONGATION OF FOUND 4 MONUMENTS TO THE SOUTH AND A LINE ` 5 6 PARALLEL WITH AND 29.92' NW'LY OF L2 0 r' PARCEL PARCEL 6070-18 6070-2A 691•�R2 RS 54/52-55 RS 54/52-55 93 �6.% ' 4 27�61�� 9 ZZ r ��85 a7x4� R2 0 / 81x4 i man j N 0� PARCEL 6070-2B RS 54/52-55 E'LY LINE SEC. 33 LINE DATA NO. BEARING LENGTH L1 N 32'05'25" E 39.36' N 31.24'20 E 39.55')R2 L2 N 72'3811" E 64.57' N 72'39'58" E 64.53' R1 N 72'27' 16 E 64,53')R2 L3 N 00'28'47" E 31.42' N 01)'.30'17' E 31.35' R 1 L4 N 72'38'11" E 54.94' N 723958" E 54.92' R1 L5 N 17'28 03" W 29.92' CURVE DATA NO. DELTA RADIUS LENGTH Cl 1 40'32'46" 1920.00' 1358.72' 40'32'56" 1920.00 1358.81' R2 -. A.,-. 0 000� m o y N Cfl��pp� SNU 4?ID . W W W n .pni1N i Or]�N Z000 zzz 128gL' R2 K)eq�7 co04 � movoo rav 33 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE LINE BETWEEN MONUMENTS 6 & 7 PER R.S. 131/89 BEING N 17'22'04" W. NOTES: INDICATES FOUND MONUMENT AS NOTED ON REVERSE. ()R1 INDICATES RECORD DATA PER R.S. 131/89. ()R2 INDICATES RECORD DATA PER R.S. 54/52-55. ()R3 INDICATES RECORD DATA PER M.B. 368/93-99, SFN INDICATES SEARCHED FOUND NOTHING. BPELSG-2016 Page 2 of 2 -E 1/4 COR. SEC. 33 34 D NOT TO SCALE J.N. 2131