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cr22_0084CORNER RECORD Agency Index CR210073 Document Number 2-OZZ -0084 City Of CALIMESA County of RIVERSIDE California Brief Legal Description LOTS 3,4,5,AND 6, W.R.JONES SUBDIVISION MB 13/19 CORNER TYPE X ❑ Government Corner ❑ Control 14 ❑ Meander M Property --------- r----------- 0 Rancho ❑ Other Horizontal Datum Zone Epoch Date Date of Survey 12-18-20 Vertical Datum ❑ Complies with Public Resources Code §§8801-8819 SEC. 14, T. 2 S. R. 2 W. SBM ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: ❑ 8765(d) 8771 ❑ 8773 F-1 Other: N. Elevation COORDINATES (Optional) E. Units ❑ Metric ❑ U.S. Survey Foot Corner/ Fx_1 Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged X] Reestablished ❑ Referenced ❑ Post -Construction 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 12-19-20 Signed P.L.S. KXlX)0 CAU COUNTY SURVEYOR'S STATEMENT This Corner Record was received 2-08-21 5613 and examined an filed 1+^ 8-10-22 Signed __, P.L.S. or -R -6>E No. 8488 Title RIVERSIDE COUNTY SURVEYOR County Surveyor's Comment BPELSG-2016 Page 1 oft LA /Nps� °- © No. 8488 Z X Exp, 12-31-22 * \FOF CAS\FO/ SET SPIKE & WASHER STAMPED PLS 5613 PER TIES ON CR 11/0371 P -E -N 89°53'11" E 403.31' .32' 169.33' (169.17' ) 132.33' � (53. BB') (51.34') 53.91' 51.41' 10.9 ,— — --- — 21 — — —� (N 69 °55 ' 00 " E 160.74') 3p' N 69°53'54°' E 160.90' FD SPIKE 9 WASHER FD 1-1/2" IP RCE 8591 DN. 0.3' STAMPED RCE 31890 NO REF. IN LIEU OF 1-1/2" IP FLUSH NO REF. ACCEPTED W/ CS TAG PER RS 65/28 AS C/L AVE "B" & N. LINE [12.32']MB 13/19 (N 89 "55 ' 00 " E 943.00') N 89 "55 ' 46 " E i'- 540. 15' (540. 00')/ 169.34'(169.18') 20' 20' 1� 1 W.R. JONBE 8VQ1 o DMLjOoN MB. 13119 ZZ o �FD PK NAIL a 2� \ FLUSH, NO REF. , W W Co cD o v Lu co — — N oma. N ncu oi Cp Z LI) Lo col 4 co Lij cu (IJ cli co)�' o d = N n o 0 N o N � o Z `� � s LT% in W Cr o 0 09 nn W o cD > Q (N 89 "55' 00" E 143.87') `Dcs? 1. Q [1 00l om /� N 89'55' 13" E 144.12' 0 0 zz FD 1" IP RE 1921 DN. zz FD 3/4" IP N �� 3p (53.88') (51.34') ` 0.5' NO. REF, ACCEPTED NO TAG 2s 53,91-7 51.32' AS SE COR. LOT 6 PER PGB — — -- — 42' 215/70-71 5c� £3 gQ I DN. 0.3' \ 135.60' (135.,15') 122.77 ° 122.64 ' 20' 20" 10.95' -- v [12.32'] _ cu _ _312.82 ' (312.54 ') _ c't' 0 cy _ _ 540.31' (540.00') N 89 °54 ' 02 " E 853.13 ' (N 89 '55 ' 00 " E 852.54') `� IFD SPIKE & WASHER --� FD 3/4" IP W/ AVENUE K `-j STAMPED LS 5301 FLUSH N.T.S. RCFC&WCD TAG DN.0.2', IND REF. PER CR 11/0371 DOTES 1. BASIS OF BEARINGS IS THE CENTERLINE OF CALIMESA BLVD. BEING N 21°57°00" W PER MB 13/19 2. • INDICATES FOUND MONUMENT AS NOTED 3. 0 INDICATES SET LEAD & PIN & PLS 561.3 RP TAG IN TOP OF CURB ON PROLONGATION OF PROPERTY LINE UNLESS NOTED OTHERWISE 4. O INDICATES SET CONCRETE NAIL & TAG IN FENCE POST FTG,DN.0.5'. 5.( ) INDICATES RECORD OR CALCULATED DATA PER MB 13/19 6.[ 1 INDICATES ME=ASURED & RECORD PER MB 13/19 0 0 0 c 3 c� Z c CT 0 N t Q_ m x N_ 0 0 v w