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cr18_0134CORNER RECORD Agency Index 04-0804 Document Number qty of Mead Valley County of Riverside , California Brief Legal Description Lot 95-98 of Upon Acres No. 5 per M.B. 14/70. Sec. 9, T. 4 S., R. 4 W., S.B.M. CORNER TYPE COORDINATES (Optional) N. E. Government Corner ElControl Elevation SITE El Meander Property Units Metric EJU.S. Survey Foot --- ----------- ®i Rancho rl Other Horizontal Datum Zone Epoch Date Date of Survey April 22, 2004 Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: El 8765(d) 08771 8773 Li Other: Corner/Left as found D Established Rebuilt1^1 Pre -Construction Monument: 0 Found and tagged Reestablished Referenced El Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: F✓ 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 signed ,�� P.L.S. oFTMT. No. 4343 COUNTY SURVEYOR'S STATEMENT This Corner Record was received r s and examined and-filed___,� m �� Signed P.L.S. or R E. No. Title !� County Surveyor's Comment CLAND-,, No. 43,9,3 �q � I BPELSG-2016 Page 1 of 2 W.O. 04-41 uocument Numaer ncv Index U4-UdU4 FD. 1-1/2" I.P. TAGGED FD. 3/4" I.P., NO TAG, DN. 0.4'. M.W.D. L.S. 6985, FLUSH, ACCEPTED AS CL. INTERSECTION PER R.S. 109/96-101 & OF BARTON ST. & HUNTER ST. C.R. 10-0957. PER R.S. 109/96-101. SET TAG HUNTER STREET L.S. 4343. N 89'43'47" W 1331.88' (1331.82') [1331.63] [N 89'44'56" W] (1331.79 RS 109/96-101) M 421.84' - - z- 30' 91.93' 100.00' 100.00' 100.00' (100') (91.93') (100.00') (100.00') [99.99'] N W 00 NU� ^ W ^ W ^ W ^ ^ N M Z 00 00 �^ t7 � ^ =O 0) n n 0) 0) u �- Q& Itu ILo � u00 d .. U) ..N N� 0; w W N i� 0 95 o i� 96 o co 97 0 0 0 98 �" 0 w mO 00rn 00 w o,o, rna, Oo U- 0 u O � O � O Oi u �--� N Z o It 0� Z Z Z N O V) Q in DN. 1.3' [99.99'] op Q ') . . .0 (100.00') u O O (92.63')100.00' 100.00' 100.00' W O Z W _ = 392.64' (392.63') [392.62'] � I v W m LU N 89'43'22" W 42200 2-.64' (422.63') [422.62'] DN. 0.4' 1 _- cN ^ [N 89'45'28" W] -`; C.4J o 00 0 T- I � 0 Z �o o I N R. S. 80/64 Z 6 Z 00 UPTON ACRES No. 5 30' Y. B. 14 / 70 FD. 1" I.P. TAGGED L.S. 4343, FLUSH, L — MURAL STREET PER C.R. 08-0421. N 89'42'58" W 1333.41' (1333.48') [1333.46'] [N 89.45'59" W] FD. 3/4" I.P. TAGGED L.S. 4230, DN. 0.7', PER C.R. 08-0421 & C.R. 10-0959, SURVEYOR'S NOTES Basis of Bearings is taken from the centerline of Barton Street, as shown by R.S. 80/64, being N 01'18'21" E. Denotes found 1" I.P. Tagged R.C.E. 33844, DN. u rj :- 1.0', Per R.S. 80/64, unless otherwise noted. CJ O Denotes set 1" I.P. tagged L.S. 4343, flush, N unless otherwise noted. () Denotes record data per M.B. 14/70, unless otherwise noted. [ ] Denotes record data per R.S. 80/64. All I.P. dimensions are inside diameter. BPELSG-2016 Page 2 of 2