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cr23_1612CORNER RECORD Agency Index CR220065 Document Number -_k33- 161/2 UNINCORPORATED County of RIVERSIDE , California Brief Legal Description PARCELS 1-4 OF PARCEL MAP 15760 PM 88/85, T6S WE SEC.35 CORNER TYPE ❑ Government Corner ❑ Control ❑ Meander ❑X Property 3 ❑ Rancho ❑ Other K Date of Survey June 23, 2020 COORDINATES (Optional) N. E. Elevation Units ❑ Metric Q 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 PLS Act Ref.: ❑X 8765(d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ ❑X Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged ❑X Reestablished ❑ Referenced © Post -Construction Narrative of comer 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 February 14, 2022 Signed P.L.S. orR}-eE. No. 7070 COUNTY SURVEYOR'S STATEMENT This Corner Record was received Auqust 31, 2023 and examined and filed y_/01� A/3 . Signed P.L.S. or R.C.E. No. Title County Surveyor County Surveyor's Comment 8488 kr�y� 1 A ND 3URL�� D� PHILLIP K FOMOTOR No. 7070 �F OF CA,V C BPELSG-2016 Pagelof2 � _ //_ 1-7 UUI:UI I ICI ll I V U I I IUCI r-,,.t lluy II IUCA Vf1LGVVVaJ 61ST AVENUE 1 BASIS OF BEARINGS: N89'51'27"E 1319.98' } (N89-51'27"E 1319.95') FN 615.06'(615.05') 44°59'03"E 21.17' N45'00'01 "E 21.16') 30.00' -_-] , rn �o n PARCEL 1 CD Ln In PM 88/85 w N M z O 00 00 00 N44°58'15"W 21.26' �t z z (N44°58'34"W 21.28') Q Li HAWKEYE DRIVE �U) W N 614.98'(614.95') N89'54'19"E 1320.09'L Z ui qt 660.05'(660.01') 615.14' (615.08' (� d1 O �-+ 0z 21.13' o z;O ,�`N45'01'17"E t o (N45'01'28"E 21.17') cO co r r N CD w w PARCEL 3 N o PM 88/85 co o0 o 0 00 z N44°56'08"W 21.27' z v (N44°57'09"W 21.25') 30.00' SNF, SET " A 615.04'(615.00') 1 I.P 659.99'(659.98') o PARCEL 2 PM 88/85 O w N89°54'19"E 1275.02' (N89'54'17"E 1274.96') 660.04'(660.01') (N89°54' 17"E 1320.03') T 660 '(05 660.02')- 9;�N89°54'19"E 660.05'(660.02') 1275.19' N N (N89'54'17"E 1275.10') 0 0) Qj O _ N N In d o PARCEL 4 00 DO LO PM 88/85 o� 0z Z z o cp N89°57'12"E 1275.14' (N89°57'08"E 1275.05') 1 660.10'(660.05') f 660.10'(660.06') PRI KER DRIVE 660.10'(660.06') oo N89°57'12"E 2640.34'(N89'57'08"E 2640.23') o N N 5 r2 SURVEYOR'S NOTES Q INDICATES SET 1" IRON PIPE WITH PLUG STAMPED LS7070. FLUSH. SET VIA PRORATION. • INDICATES FOUND MONUMENT AS NOTED ( ) INDICATES RECORD DATA PER PM 88/85. [ ] INDICATES RECORD DATA PER PM 6/87. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING N89°51'27"E BEING THE CENTERLINE OF 61ST AVE PER PM 88/85.. C c0 u O N 0 CO(D (Dco N N ww 0 LOo 0 -00 00 00 z u z 1320.14' [(1320.11; j] o ni r7 N) rn rr7 u ❑ FD. 2"X2" HUB WITH TAG PER PM 88/85. TAG ILLEGIBLE DOWN 1.2'. ACCEPTED AS CENTER SEC. 35. 2❑ FD. PK NAIL AND "RIV. CO. TRANS." WASHER FLUSH PER CR16-0532. ACCEPTED AS THE E1/16 SEC. 35. 3 FD. 1" I.P. PER PM 6/87. DOWN 1.0' OPEN. ® FD. PK NAIL AND "RIV. CO. TRANS." WASHER FLUSH NO REF. ACCEPTED AS THE SOUTH 1/16 SEC. 35. ❑5 FD. 1" I.P. WITH SQUARE HEAD TOP AND TAC PER CR13-0860. DOWN 0.2'. ACCEPTED AS THE S1/4 SEC. 35. © FD. 1" I.P. FLUSH PER PM 6/87. OPEN. ACCEPTED AS THE SSE1/16 SEC. 35. BPELSG-2016 Page 2 of