Loading...
cr25_0055CORNER RECORD Agency Index CR211280 Document Number 0ZDa1e7 City of UNINCORPORATED Brief Legal Description County of RIVERSIDE SE 1/4 NE 1/4 SEC. 35, T.6S., R.7E., S.B.M. CORNER TYPE ❑ Government Corner ❑ Control N. Elevation COORDINATES (Optional) E. , California ❑ Meander Q Property Units ❑ Metric ❑ U.S. Survey Foot ❑ Rancho ❑ Other Horizontal Datum Zone Epoch Date Date of Survey September 27, 2021 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: © 8765(d) ❑ 8771 1718773 ❑ Other: Corner/ © Left as found Established 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): 1-FD. 2 1/2" BRASS DISK STAMPED "BOR 26-27-24-35 T6S-R7E", DN 1.4% PER R2, ACCEPTED AS NW COR. SEC. 35. 2-FD. 2 1/2" BRASS DISK STAMPED "BOR 1/4 26-35 T6S-R7E", DN 2.2', PER R2, ACCEPTED AS NORTH 1/4 COR. SEC. 35. 34D. 1" I.P. W/TAG "RCE 28466", DN 0.7', PER R2 & CORNER RECORD 2016-0370, ACCEPTED AS NE COR. SEC. 35. 4-FD. 1" I.P. OPEN, NO ID, NO REFERENCE, NOT ACCEPTED AS NW COR. SE 1/4 NE 1/4 SEC. 35. SEE DETAIL "A" ON REVERSE. 5-FD. 1 PK NAIL & WASHER STAMPED "RIVCO TRANS", DN 0.1% NO REFERENCE, ACCEPTED AS NE COR. SE 1/4 NE 1/4 SEC. 35. 6-FD. 1" I.P. W/TAG "PLS 4989", FLUSH, PER CORNER RECORD 2016-0530, ACCEPTED AS WEST 1/4 COR. SEC. 35. 7-FD. 1 1/2" SQUARE BOLT W/NAIL, NO ID, DN 11, PER R2, ACCEPTED AS CENTER 1/4 COR. SEC. 35. 8-FD. PK NAIL & WASHER STAMPED "RIVCO TRANS", FLUSH, PER CORNER RECORD 2016-0532, ACCPETED AS SW COR. SE 1/4 NE 1/4 SEC. 35. 94D. PK NAIL & WASHER STAMPED "RRIVCO TRANS", FLUSH, PER CORNER RECORD 2016-0355, ACCEPTED AS EAST 1/4 COR. SEC. 35. SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professio I nd Survrs' Act Signed� 11 /23/2021 :o P.L.S. No. 4989 COUNTY SURVEYOR'S STATEMENT This Corner Record was received 01 /02/2025 11 and examined and filed 1 % i [ � I Signed] ~�- ---~ P.L.S. or 8488 Title County Surveyor County Surveyor's Comment Lft cif CHARLES R. HAREMS No. 4989 ` OF CA�-� �. M 4No. 8488 j* Exp.12-31-26 BPELSG-2016 Page 1 of 2 mcument NUmaer Index CR211280 (N 89'06'38" W 26 2640.30) M.B. 401 /22-33 N 89'31 19 E 2640.16' 27 2 SFN-ESP 35 ( 13192') 1319.1R2' 34 LO N P.M.B. ui w� 178/8-9 'lis M �Lufin li.-.� m � 1319.45' W (1319.43' O t 0 1 N 89'4825" E) R = Z * N p q V1 N ix OQ S Za m —N �63q Of N i 6 rib f� O N L(') N v N 3 N 3 N' 60TH AVENUE (N 89-45'16" E 2638.24') R2 N 89'29'W E 2638-26 1319.13' ti (1319.12') R2 N �aW P.M.B. 65/63-64 vO z N 89'33'24" E 2639.1,9' (N 89'48'40' E 1319.68') R1 1 1319.71' wcy W: M O cq in N ij Lo0 m m n try oo- o^_• 0 Z q vZ M d r Ln W W 00r �- o0 00 Zz SEE DEI" AL 'A' BELOW 0.55' NW COR. SE 1/4 NE 1/4 SEC. 35 ESTAB. BY INTERSECTION 4 0.1 * R.S. 14/65 DETAIL 'A' NOT TO SCALE APN 764-290-016 (1320.00')'R2 1290.27' 1319.84 1320.21 $ (N 89'51'05" E 320.08') R1 (1320.07') R2 N 89'36'06" E 2640.12' (N 89'51'27" E 2640.07') R2 61ST AVENUE THE BASIS OF BEARINGS FOR THIS SURVEY IS THE C/L OF MONROE STREET AS SHOWN ON R.S. 111/95 BEING N 00'04'04" W NOTES: ! INDICATES FOUND MONUMENT AS NOTED ON REVERSE. Q INDICATES SET 1 " I.P. W/TAG "PLS 4989", FLUSH. ()R1 INDICATES RECORD DATA PER R.S. 14/65. ()R2 INDICATES RECORD DATA PER P.M.B. 178/8-9. 26 25 35 t 136 N M N D: W ON N � A N v+ �3 Z W aN� O mom N r)Op '�+ rop L0 0 V ry �W Z400 �q CD O NOT TO SCALE J.N. 2670 BPELSG-2016 Page 2 of 2