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rs160_063a02)-3- -005131 0 IN THE CITY OF LAKE ELSINORE., COUNTY OF RIVERSIDE, STATE OF CALIFORNIA [6--29-35"00"] /HELD RECORD ANGLE-�__`�FD. , ,�4" OD. IP., SHEET 1 OF 1 SHEET DN. 0.5 , NO TAG. NO FD. 2 1/2" OD. IP., [R=80.00'] / 93$3>� � / REFERENCE ACCEPTED RECORD O SURVEY ' 60D NAIL IN [L=41.31'] 9W q� �8� � I AS PI PER MB 13/63. UP 1.0. 4218 •. T=21.12'(21.05) -Sao .. � CTR. NO TAG. � - _'_oo w 18_34, �N��'� •o�'"- 94-A � � RECORDER'S STATEMENT ACCEPTED AS PI PER HELD �1'S� BEING A SURVEY OF LOT 36 OF COUNTRY CLUB HEIGHTS UNIT N0. 9, FILED IN BOOK 13, PAGE 63 OF MAPS, MB 13/63. � RECORD � , �N42'�8'oo'�w �= OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. LYING WITHIN THE LAGUNA RANCHO. PROJECTED SECTION 0ANGLE ,50•0�� 4o.�p• �19•00)� a_�o � 1, TOWNSHIP 6 SOUTH, RANGE 5 WEST, CALIFORNIA. ,� � o R;��,�� �4p•84)�� _ � �$ �L` 8soo � FILED THIS DAY OF r 2023, AT .O', P.M. APRIL 2022 � � '� � �� HELD 3' 90� 94.98, o IN BOOK ,RECORDS OF SURVEY, AT PAGE INLAND EMPIRE SURVEY AND ENGINEERING, INC.. N r �^ �,�� RECORD �2� T, '��s � AT THE REQUEST OF THE COUNTY SURVEYOR. BASIS OF BEARINGS ^ � o A"� 69 BASIS OF BEARINGS: BEARINGS HEREON ARE BASED UPON THE CENTERLINE o � �v ����✓\ N�• ;Lp�3 - DO%51.3 o* OF MANNING ST. AS SHOWN ON MB 13/63, RECORDS OF RIVERSIDE o FEE: �Cf COUNTY, CALIFORNIA BEING: N 36'57'00" E. z �-- PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER FD. 2 1/2" OD. IP., DN. 2.0', NO TAG ACCEPTED AS PI PER MB 13/63. CFA�63 3p� •96. �a "V6 2 FD. 2x2 HUB, UP 0.1', NO TAG ACCEPTED AS -ppp F �f EC PER MB 13/63 " w ° / REPLACED NTH 1 1 /4 � �,`� V. �`a 4� s OD. IP., FLUSH, RCE �y`b 22428. ESTABLISHED BY INTERSECTION �s 00'q, �oo .<>p• 063618• p , � c.o. , Qoo •2p. 0s [,A-90 2 moo. PURPOSE 4F SURVEY �4 • � / w [ �_68 G TO RE-ESTABLISH THE CORNERS OF � ' l8J o ' CA LOT 36 OF COUNTY CLUB HEIGHTS UNIT EST. BY \ '. NO. 9, M.B. 13/63, RECORDS OF RIV. t° PRORATION VZ_ CO., CA. `T' z4~94'25'00" R=Bo - 4/i rn C 1 Cl �. cC''CA 0\ HELD - ��� RECORD w Ln J N ANGLE CA m ui EST. BY 0) PRORATION FD. 2" OD. Ir., FLUSH, LS 3698, NO REFERENCE ACCEPTED AS STREET INTERSECTION PER MB 13/63. N 36'57'00"E 20. 00" 540.19' (540.00')c Cl DATA A=30'08'20" R=80.00' L=42.08'(42-08 INDICATES FOUND AS NOTED. - Z W w . U; cn ZCA W W �C; . . 0 � Na lq: I- T 40 LOT 41 LOT 42 3 0 0 - L TI -m r� r� L07 0 INDICATES SET 1 1/4's OD IP, FLUSH, WITH BRASS TAG RCE 22428. N 0 c 0 rrt QUITCLAIM DEED rn X INDICATES SEARCHED FOUND NOTHING, SET NOTHING. T 0 0 0 0 %-; a- �, 0 0 0 0 0 %w.; in m-' { } INDICATES RECORD DATA PER MB 13/63, w rn 0 co �- [ ]INDICATES RECORD & MEASURE DATA PER MB 13/63.w N '. °'_ W EST. BY INDICATES CALCULATED DATA PER MB 13/63. o (A ---24009"00")A-- 24'06'37" 1 (R=100.001) R=100.00' (L=42.151) L=42.08' 2 (T-2139'} T=21.36' / "V6 2 FD. 2x2 HUB, UP 0.1', NO TAG ACCEPTED AS -ppp F �f EC PER MB 13/63 " w ° / REPLACED NTH 1 1 /4 � �,`� V. �`a 4� s OD. IP., FLUSH, RCE �y`b 22428. ESTABLISHED BY INTERSECTION �s 00'q, �oo .<>p• 063618• p , � c.o. , Qoo •2p. 0s [,A-90 2 moo. PURPOSE 4F SURVEY �4 • � / w [ �_68 G TO RE-ESTABLISH THE CORNERS OF � ' l8J o ' CA LOT 36 OF COUNTY CLUB HEIGHTS UNIT EST. BY \ '. NO. 9, M.B. 13/63, RECORDS OF RIV. t° PRORATION VZ_ CO., CA. `T' z4~94'25'00" R=Bo - 4/i rn C 1 Cl �. cC''CA 0\ HELD - ��� RECORD w Ln J N ANGLE CA m ui EST. BY 0) PRORATION FD. 2" OD. Ir., FLUSH, LS 3698, NO REFERENCE ACCEPTED AS STREET INTERSECTION PER MB 13/63. N 36'57'00"E 20. 00" 540.19' (540.00')c Cl DATA A=30'08'20" R=80.00' L=42.08'(42-08 ow_*% ,_ w rn v 0 0 m 0 N . Ln o v n 0 0 0 PRORATION z 40.01' (40.00') 01' (40.00') 50.02' (50.00') 50.02' (50.00 50.02' 0-001)7777 50.0 t (5 .00'} - N 52'58'23"W 400.13' 95.03' (95.00') - 50.02' (50.00') 50.02' (50.00') T 44 L T� re 20' I 20' 175.06' (175.00') 50.02' (50.00'} 50.02' (50.00'} 50.02' (50.00') ------ (N 53'03'00"W 400.00')c z W . cn ZL4 W W . . cn cn z zz W . , Ln - Z W w . U; cn ZCA W W �C; . . 0 � rn w 0� . ., cn Z z w W �� . � LOT 3L07 Z: CA . Lp 3 0 0 - L TI -m r� r� L07 ! w � z 0 0 • y 0 0 = • o 0 c 0 rrt QUITCLAIM DEED rn m rn . 0 L4O� v 0 RECD AUG. 299 2022 AS INST. NO. 0 0 0 0 %-; a- �, 0 0 0 0 0 %w.; in m-' 2022-0375624. °' t0' -' N '. °'_ W EST. BY ow_*% ,_ w rn v 0 0 m 0 N . Ln o v n 0 0 0 PRORATION z 40.01' (40.00') 01' (40.00') 50.02' (50.00') 50.02' (50.00 50.02' 0-001)7777 50.0 t (5 .00'} - N 52'58'23"W 400.13' 95.03' (95.00') - 50.02' (50.00') 50.02' (50.00') T 44 L T� re 20' I 20' 175.06' (175.00') 50.02' (50.00'} 50.02' (50.00'} 50.02' (50.00') ------ (N 53'03'00"W 400.00')c z W . cn ZL4 W W . . cn cn z zz W . , Ln - Z W w . U; cn ZCA W W �C; . . 0 � rn w 0� . ., cn Z z w W �� . � z Icy, W �� . . Ln CA . Lp 0 Lrn_�T17 r*� 0 0 - L TI -m r� r� 0 L TI - 0 Q o L 7 14 - o 0 ' L07 �l -rn m Q 0 �• - 0 0 • y 0 0 = • o 0 J No. 8488 � rrt m m rn rn m rn m M rn 0 0 _o 0 0 0 0 %-; o 0 Q 0 _ ; j 0 0 0 0 0 - %-; 0 0 0 0 0 %w.; o Q 0 o _i 0 0 0 0 0 - _/ 0 0 0 r \✓ 0 0 50.02' (50.00') - ESTABLISHED BY SINGLE PRORATION AND HELD PARALLEL WITH MANNING ST. 50.02' (50.00') 50.02' (50.00') 50.02' (50.00') 50.02' (50.00') 400.13' (400.00')c RYAN AVE 420.13' N52.58'23"W 960.32' (420.00')c (N53003'00"W 960.00')c 50.02' (50.00')-,.I,�- 50.02' (50.00') N N 0 ti 50.02' (50.00') FD. SPK AND WASHER, FLUSH 7564 PER CR 1 v oa W 0 0 0 0 BY: LzdQ.Gu DEPUTY. r�� COUNTY SURVEYOR'S STATEMENT 0 THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS Zd DAY OF /fL4 A F,,, 9 2023. DAVID L. MCMILLAN COUNTY SURVEYOR S A N D S L.S. 8488 EXPIRES 12-31-2024 v _ 0 Z o J No. 8488 � * Exp.12-31-24 SURVEYORS STATEMENT OF C THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT, AT THE REQUEST OF RUSLAN BADIKOV, IN APRIL 2022. QROEESS/p,�,9 Coll e • R���Fy JOHN B. R06tRS R.C.E. 22428 No.2242s rn s�9lF �f cl C � qV co CO DE NO SC&E VICINITY MAP NO SCALE 30 0 15 30 SCALE.- 1"= 30 ' M •! PRJ S1,T6S,R5W 22024 RIV. CO. 22-089