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cr23_1125City of • r2 101011 JURUPA VALLEY County of Brief Legal Description 14 Agency Index CR220350_ Document Number � 3 /q5 RIVERSIDE , California PORTION OF LOT 15 PER M.B. 9/26 S.B. CO., SHOWN ON R.S. 132/86. CORNER TYPE Q Government Corner Q Control Q Meander Q Property Q Rancho r7 Other N. Elevation COORDINATES (Optional) E. Units ❑ Metric ❑ U.S. Survey Foot Horizontal Datum 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 LAND S� j�, ~ GABRIEL D. YBARRA LS4343 the Professional Land Surveyors' Act on JUA_15, 2022 '' Signed ._ _ __w P.L.S. or No. __ 4343 0 CAO _._ A COUNTY SURVEYOR'S STATEMENT This Corner Record was received �23___ and examined and filed Signed P.L.S. or R.C.E. No. _ ?q g8 Title County Surveyor's Comment BPELSG-2016 Page 1 of 2 W.Q. 22-64 X Zone Epoch Date Date of Survey June 16, 2022 Vertical Datum PROJECTED SEC. 14, ❑ Complies with Public Resources Code §§8801-8819 T. 2S„ R. 6W., S.B.M. RANCHO JURUPA ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref.: XV 8765(d) 8771 El 8773 ElOther: _ _ ❑X Left as found Q Established _. ❑ Rebuilt Pre -Construction Corner/ Monument: F Found and tagged ❑ 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 LAND S� j�, ~ GABRIEL D. YBARRA LS4343 the Professional Land Surveyors' Act on JUA_15, 2022 '' Signed ._ _ __w P.L.S. or No. __ 4343 0 CAO _._ A COUNTY SURVEYOR'S STATEMENT This Corner Record was received �23___ and examined and filed Signed P.L.S. or R.C.E. No. _ ?q g8 Title County Surveyor's Comment BPELSG-2016 Page 1 of 2 W.Q. 22-64 A?_3 - /0-S Agency Index.._UH2ZU3bU SURVEYORS NOTES BASIS OF BEARINGS IS TAKEN FROM CENTERLINE OF JURUPA ROAD, PER R.S. 132/86 BEING N 74'39'46" E. DENOTES FOUND MONUMENTS AS NOTED. p DENOTES SET 1' I.P. TAGGED LS. 4343, FLUSH. ( ) DENOTES RECORD OR CALCULATED DATA PER R.S. 132/86. S.F.N. DENOTES SEARCHED, FOUND NOTHING. 9 N I ca DETAIL "A" LOT 15 W DETAIL "8" N NOT TO SCALE t7 04 NOT TO SCALE LS. 5183, DN. O.5', 0.21'04 (0.20) t M,Q o i to co ll� � - o --DEED LINE w'r, a ;...U) 630.00' r � a PER RS 132/86 O c7" R. S. 1J2118 6 DETAIL "A" (630.00') I © w DEED UNE r. PER RS 132/86 630.00' 660.00' 0 r «o Oz �\0.24' I Oto �o C, FD. 2" I.P. NO TAG, W/NAIL 03g 46 21.06✓' ✓ 655 `6g6551 „y DN. 1.3 , PER R.S. 132/86. �N 39 46� 6a; SET TAG L.S. 4343. 04 LCT 26 ro�6'S5 c�V ( C) " T 10' 2► Ag 20 ... j c' h� `� M CX �d> v M. 8, 9/26 S. B. CO. � � �3 �_... 0 0 N 89'37'06" W 660.13' (660.14' W ^ f w `r FD. 2" I.P. TAGGE LL_ N zo v; C-1 L.S. 5183, FLUSH, i, m � a -' PER R.S. 132/86. W 00 SEI 3 N� w OZ Q -S (1290.66') d l290.67;- --__'\I/ - ') o in I LOT 15 UJ UJ En 0- M c" PER R.S. 132/86. MON. IS 4.83' t7 SOUTH AND 0.07' WEST OF S.E. COR.- i LS. 5183, DN. O.5', M t W N Oin to co ll� W Nto � N�0 � W Np N� 4 rvi r � a €N NIS O c7" R. S. 1J2118 6 DETAIL "A" (630.00') O ..— 0 0 u' f CO n. I Oto N 89'37'06" W 660.13' (660.14' W ^ f w `r FD. 2" I.P. TAGGE LL_ N zo v; C-1 L.S. 5183, FLUSH, i, m � a -' PER R.S. 132/86. W 00 SEI 3 N� w OZ Q -S (1290.66') d l290.67;- --__'\I/ - ') o Cl a LOT 15 FD. 2" I.P. NO TAG W/NAIL, DN. 0.5', M PER R.S. 132/86. MON. IS 4.83' t7 SOUTH AND 0.07' WEST OF S.E. COR.- i LS. 5183, DN. O.5', LOT 26. SET TAG LS. 4343. r' l7l Q -- SOUTH LINE LOT 26 N 89'26'29" W 660.15' ti (528.00') 630.15 (630.14') N 89'26'29" W (528.00') 528.00' cr FOA nn'. vvv.vu kuuu.uu j���•�� _ M 2 630,00 (630.00) c7" R. S. 1J2118 6 DETAIL "®" o O (660.33') �_1 660.33' n " ME tSi3 a'in15 rn �I� �t�i�ti III � 00 O O ro fl)v 0 1 Cl a LOT 15 M FD. 2" I.P. TAGGED t7 v LS. 5183, DN. O.5', O M l7l Q -- � N 89'26'29" W _ 660.00' (660.00') M 2 630.00' c7" SEE DETAIL "A" (630.00') O ..— 0 0 u' f N O� N Lo Oto C, O Z M DETAIL "®" o O (660.33') �_1 660.33' n " ME tSi3 a'in15 rn �I� �t�i�ti III � 00 O O ro fl)v 0 1 O r 7 to Lo i t7 ct' < i O M l7l Q -- � 00 I M 2 C> O 0 CL C -)i Io CD M f 630,00' (630.00') 660.00' (660.00')y ( 1 N 89'26'29" W, d C4 630.33' (630.33') m �� " _ v 2581.33' L2581.32') _ y N 89'25'52" W 2641.35' FD. 1-1/2" I.P. NO TAG — SCALE: 1"= 200' L 854TH STREET W/NAIL, DN. 0.5'., PER C.R. BPELSG-2016 Page 2 of 2