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rs166_052IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 1 OF 1 SHEET a ax f c RECORD OF SURVEY BEING A SURVEY OF LOT 114 OF VISTA DEL LAGO TRACT, UNIT NO.2. AS SHOWN ON A MAP RECORDED IN BOOK 13, PAGES 86 TO 91 INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY. T.R. SEC S.B.M. JUAN LOPEZ PERALES PLS 9184 DATE OF SURVEY: JU LY 2024 PURPOSE OF SURVEY: THE PURPOSE OF THIS RECORD OF SURVEY IS TO SHOW A MATERIAL DISCREPANCY OF WESTERLY LINE(L1 OF LINE TABLE OR RECORD DISTANCE OF 17.88 VERSUS MEASURED DISTANCE OF 19.87) OF LOT 114 AS SHOWN ON THAT CERTAIN VISTA DEL LAGO TRACT UNIT NO 2 MAP, FILED IN BOOK 13, PAGES 86 AND 91 INCLUSIVE OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY. AND COMPLY WITH SECTION 8762(A)(2) OF THE PROFESSIONAL LAND SURVEYORS ACT. SURVEYOR'S STATEMENT: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF M ARI A BU CH IN JU LY, 2024. 01 Glcs zs JUAN "LOPEZ "PERALES- PLS 9184 DATE COUNTY SURVEYOR'S STATEMENT: THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 766 THE PROFE SIONAL LAND SURVEYORS' ACT THIS _ ��,'�'�� DAY OF _(lt-ay._, 20�� , DAVID L. MCMILLAN, COUNTY SURVEYOR LS 8488 BASIS OF BEARINGS: LAND S 1-9184 o Exp. FOF C��F 0� A LA N p S4� MC441< G0� 0 Q N� 8488 \TF OF CAOF()�/ THE BASIS OF BEARING IS THE CENTERLINE OF COLEMAN AVENUE PER MB 13/86-91 BEING N 64-18it15" W. POINT "I" EST. BY INTERSECTION OF 20' CL OFFSETS OF COLEMAN AVE & ZELLAR ST. SFN, SET NOTHING. A - , � 42.54 1 12( NL OLV* POINT EST. BY INTERSECTION OF 20' OFFSETS OF COLEMAN � OfAVE. T VOUNM EST. ESTABLISHED SFN SEARCHED FOUND NOTHING *FOUND MONUMENT AS NOTED. OSET #5 RE BAR & ALUMINUM CAP FLUSH STAMPED "LS 9184" MONUMENT NOTES o, �glu I� �w I 0 c � F�lFOUND 1" IP, ACCEPTED AS A POINT OF T T � 1 I W VQ3 CENTERLINE OF ZELLAR ST & RADIAL PT PER(R3)II N F2�FOUND 1 1/2 IP, DOWN 14 TAGGED LS----- 3698 PER CR 04/0042 Lou I F,3�FOUND 1 1 /4" iP, DOWN 5" ACCEPTED AS SFN I LOT CORNER PER CR 04/0042. � T/�_9 POINT F EST. BY HOLDING ®FOUND 1" IP, FLUSH TAG ILLEGIBLE NO RECORD DISTANCE FROM POINT REF, ACCEPTED AS A POINT ON CL OF - - -- - COLEMAN AVE PER (Rl) _ r (R3) F5_1FOUND REBAR NO TAGS(NO REF. NOT R=30.00' I ACCEPTED AS AS THE NORTHWEST CORNER OF LOT 120. PT IS N56°08'20"E 3.17' 0 ` t16 FROM NORTHWEST CORNER OF LOT 120. \ ©FOUND 1 3/4" IP, UP 2" DISTURBED (NO.REF.), �'� J/ col $, C6 G NOT ACCEPTED 0 �' SFN ESTABLISHMENT NOTES (NOT IN SEQUENTIAL ORDER) ESTABLISHED BY BEARING-B ARING INTERSECTION ESTABLISHMENT NOTES (�> &(�> (�>ESTABLISHED THE BEARING OF A PORTION OF COLEMAN AVE BY HOLDING RECORD ANGLE OF 141 °27'45" PER (R3). c� ESTABLISHED A PORTION OF THE CENTERLINE OF ZELLAR ST BY HOLDING THE LINE BETWEEN MONUMENT❑i & ESTABLISHMENT NOTE �> ESTABLISHED A POINT ON THE CENTERLINE OF ZELLAR STREET BY HOLDING A RECORD DISTANCE OF 20' PERPENDICULAR TO MONUMENT ESTABLISHED PORTION OF LOT 114 BY HOLDING RECORD RADIAL DISTANCE &ANGLE INFORMATION PER (R3) FROM MONUMENT�i F ESTABLISH BY HOLDING RECORD DISTANCE FROM PT "D". G� ESTABLISHED BY HOLDING A LINE BETWEEN POINT "F & ESTABLISHMENT NOTE (�> --''g 141 °2 7' 4 5 �_ � 5 20 ,s o N v 6� ° �lS� 2S6 18 O� � , 4 > 2_4-1v �- SFN IVV I /'1lL.Lr I LV F1J LV I I�VRIVCR. JCJU L`Y JV L. - CURVE TABLE CURVE # DELTA RADIUS LENGTH RECORD RADIUS RECORD LENGTH C2 30033'28" 30.00' 16.00' 30.00' (R3) 16.00' (R3) C4 62°23'34" 30.00' 32.67' 30.00' (R3) 32.67' (R3) C6 30°33'28" 30.00' 16.00' 30.00' (R3) 16.06' (R2) C7 30°33' 28" 30.00' 16.00' 30.00' (R3) 16.00' (R3) REFERENCES (Rl) = CORNER RECORD, C.R. 04/0042 (R2) CORNER RECORD, C.R. 16/0317 (R3) = VISTA DEL LAGO TRACT, UNIT N0.2 0' 25' 50' 100' 150' 200' MB 13/86-91 SCALE1 = 50' SFN- RECORDER'S STATEMENT: FILED THIS Jlw DAY OF _jj� 20,'5 AT yy'3PM. IN BOOK _L(!t OF RECORDS OF SURVEY, AT PAGE ,6*%_-__, AT THE REQUEST OF THE COUNTY SURVEYOR. N 0. A 0 -0 6 - O-4S S50 5 FEE IL9t� -- PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: E P U T Y LINE TABLE LINE BEARING MEASURED DISTANCE RECORD DISTANCE L1 N01°35'30"E 19.91' 17.88)(R3 L4 N89°04'4YE 121.16' 120.81'(R3) L6 N01 °34'15"E 640.55' 640.52' (R1) L9 N77°09'30"E 68.15' 68.16'(R1) L11 N43024'07"E 30.00' 30.00'(R3 L13 N58038'38"E 23.83, 23.83'(CALC PER R3 L14 S77°09'30"W 45.66' 45.51'(R3 L15 N64018'15"W 94.12' 94.13'(R3 L16 S74°12'19"E 30.00' 30.00'(R3) L17 N 43°39' 47" W 30.00' 30.00)(R3 L18 S13006'09"E 30.00' 30.00'(R3 L19 S17°27'19"W 30.00' 0.00'(R3) L20 N89°04'4YE 130.25' 130.00'(R3) L23 N01 °35'30"E 50.03' 50.00'(R3) L25 N89004'43"E 129.97' 130.00'(R3) L26 N89°04'43"E 129.97' 130.00'(R3) PT "A." EST. BY INTERSECTION OF 20' CL OFFSETS OF COLEMAN AVE 8c ADELFA ST. ry m 20' � t-I I J I � �- SFN ly 0 I 00 o y I 00 W 0 � I z RANSPOT AVENUE SFN SFN ol SFN, SET NOTHING. T.6S. R.5W. SEC24 S.B.M. RIVCO. 240177