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rs161_021IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD QF SURVEY BEING A SURVEY OF PARCELS AAND B OF LOT LINE OF ADJUSTMENT NO. 36317 AS EVIDENCED BY DOCUMENT RECORDED JANUARY 22, 1993 AS DOCUMENT NO. 271669 AS DESCRIBED IN THE GRANT DEED RECORDED MAY 27, 2021 AS DOCUMENT NO. CLINTON KEITH ROAD 2021-03270511 AND THE GRANT DEED RECORDED JUNE 16, 2006 AS DOCUMENT NO. 2006-04347041 ALL OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. �RA SECTION 6, T7S, R3W, S.B.M. of PURPOSE OF SURVEY: THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE BOUNDARY OF THE GRANT DEED'S RECORDED MAY 271 2021 AS DOCUMENT NO. 2021-0327051,AND JUNE 16, 2006 AS DOCUMENT NO. 2006-0434704, BOTH OF OFFICIAL RECORDS, AND TO COMPLY WITH SECTION 8762(6)(4) OF THE PROFESSIONAL LAND SURVEYORS' ACT. M4 t�1�1 I ; nnn��=n s� JEFFERY L. MAYS L.S. 6379 DATE OF SURVEY: MAY 2021 JOB NUMBER: 20147 JRN CIVIL EllKGINEERS �v @g pomo E] � � Mz PoNoDo 993/� og R I �0 mon IN /8937'04" W (N 88'19154" E R7)(N 8937'06" W R2) 663.25' (663.15' R2)(663.19' R1 a a 619.2619.19' R1) Int - T - - � �G��C�a � L C�laGSGN-C�a Q L pG^1G3C�C�� � M9 po[010 L OO o yst�flt� � � [P.M.o[P.M.�nmg,ys�J�7 til � po u o �n10O o�,r�s�Q)� � 0,4 °' PO�,l�lo�o t��5�✓�C���9 I po�io�o t��5�/�(���i9 I poG�o�o g�s/g(�005W M LO � N Q � M Ln W J � M2 la� I� [pmn@ m a 0 � [pin@ m a � PONO X(Bo 2s�PONO m(00LO vi DDE]HoDo � �L/� C3�'��l � PoHoDo'79�s99C3o95] 00 cnv N m M �N 89'14'52" W (N 88'41158" E R1) I 619.38' (619.39' Ri) j 19.99' 20.00' R1 El 320.09' (319.99' R1) I' 299.30' (299.40' Ri) � i L4�. .3nn in' (9oo Qo• A,) .I �319.29' (319.40' R1) - jI `-L5,359.21' (N 88'41'58" E 359.40' R3/D1) I � M6 � N I 00 N7ct PONO X(�)o ���� � � �a N (.0PoHo& n N � EASTERLY LINE OF N I ~ PARCEL 2 OF (R1) E3 r:1 PARCEL ONE60.00' � M&(R3 (D1)co o I Q o �I� o 0 zI� O ff' a w a A00- rn @ z 00 M2 a 0 0 334.36' 0 z (N 88'20'36" E 334.25' R3/D1) z I . L6 --� 274.36 274.25' R1) w N 89'36'28" M5 W (N 88'20'36" E R1) �- � 196.49 1260.09' (259.99' R3) 00 Z jo�06W aoQo PL/An(XU� � W 0 1 polo [k](00 �H 9)i1 � Y 'c' N a o 0 63.60' UJ a, U -o Oho I p0 N U4t q w o I PARCEL B w I (D2) U W p / M O I D Z \ L2 J 260.02' (N 88'20336" E 260.11' R3/D2) 320.02 (320.11' R1) 594.391 (594.36, R1) 663.48' (663.53' R1)(663.49' R2) N 89'36928" W (N 88'20136" E R1)(N 89'36920" W R2) PRIELIPP ROAD IZI SCALE: 1 " = 80 ' LINE BEARING PARCEL MAP NO. 21911 P.M.B. 152/56-57 DISTANCE L1 N N 44'20 58 46'28'43" 00 d - R 1 R3 D 1) 35.41 (35.47' R 1 R3 D 1 L2 vi Ln 89016'20" W RECORDED 5/27/2021 00 L3 N C-90 LO RECORDED 6/16/2006 88.64 L4 LOL J 89' 14'52" 88'41 '58" W E R 1 R3 00 L5 N N 89' 14`5211 88'41 '58" W E R 1 R3 40.01 L6 44' 89'36 28 88'20'36" W E N R3 60.00 M 8c CF R3 J �- M2 Of m LO N N p of af w N w to O� �- 00 0 © w w z O 00 t� � w w r� 0 �- o w d - z L O C) w m z O a z M4 t�1�1 I ; nnn��=n s� JEFFERY L. MAYS L.S. 6379 DATE OF SURVEY: MAY 2021 JOB NUMBER: 20147 JRN CIVIL EllKGINEERS �v @g pomo E] � � Mz PoNoDo 993/� og R I �0 mon IN /8937'04" W (N 88'19154" E R7)(N 8937'06" W R2) 663.25' (663.15' R2)(663.19' R1 a a 619.2619.19' R1) Int - T - - � �G��C�a � L C�laGSGN-C�a Q L pG^1G3C�C�� � M9 po[010 L OO o yst�flt� � � [P.M.o[P.M.�nmg,ys�J�7 til � po u o �n10O o�,r�s�Q)� � 0,4 °' PO�,l�lo�o t��5�✓�C���9 I po�io�o t��5�/�(���i9 I poG�o�o g�s/g(�005W M LO � N Q � M Ln W J � M2 la� I� [pmn@ m a 0 � [pin@ m a � PONO X(Bo 2s�PONO m(00LO vi DDE]HoDo � �L/� C3�'��l � PoHoDo'79�s99C3o95] 00 cnv N m M �N 89'14'52" W (N 88'41158" E R1) I 619.38' (619.39' Ri) j 19.99' 20.00' R1 El 320.09' (319.99' R1) I' 299.30' (299.40' Ri) � i L4�. .3nn in' (9oo Qo• A,) .I �319.29' (319.40' R1) - jI `-L5,359.21' (N 88'41'58" E 359.40' R3/D1) I � M6 � N I 00 N7ct PONO X(�)o ���� � � �a N (.0PoHo& n N � EASTERLY LINE OF N I ~ PARCEL 2 OF (R1) E3 r:1 PARCEL ONE60.00' � M&(R3 (D1)co o I Q o �I� o 0 zI� O ff' a w a A00- rn @ z 00 M2 a 0 0 334.36' 0 z (N 88'20'36" E 334.25' R3/D1) z I . L6 --� 274.36 274.25' R1) w N 89'36'28" M5 W (N 88'20'36" E R1) �- � 196.49 1260.09' (259.99' R3) 00 Z jo�06W aoQo PL/An(XU� � W 0 1 polo [k](00 �H 9)i1 � Y 'c' N a o 0 63.60' UJ a, U -o Oho I p0 N U4t q w o I PARCEL B w I (D2) U W p / M O I D Z \ L2 J 260.02' (N 88'20336" E 260.11' R3/D2) 320.02 (320.11' R1) 594.391 (594.36, R1) 663.48' (663.53' R1)(663.49' R2) N 89'36928" W (N 88'20136" E R1)(N 89'36920" W R2) PRIELIPP ROAD IZI SCALE: 1 " = 80 ' LINE BEARING PARCEL MAP NO. 21911 P.M.B. 152/56-57 DISTANCE L1 N N 44'20 58 46'28'43" W W R 1 R3 D 1) 35.41 (35.47' R 1 R3 D 1 L2 N 89016'20" W RECORDED 5/27/2021 63.60 L3 N 00'43 Opp E RECORDED 6/16/2006 88.64 L4 N N 89' 14'52" 88'41 '58" W E R 1 R3 60.00 M& R3 L5 N N 89' 14`5211 88'41 '58" W E R 1 R3 40.01 L6 N N 89'36 28 88'20'36" W E R 1 R3 60.00 M 8c CF R3 SURVEYOR'S STATEMENT: SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS DAY OF -nilyle , 20231 AT lk.1:2 .M. IN BOOK 61: RECORDS OF SURVEY, AT PAGE c ql _, AT THE REQUEST OF THE COUNTY SURVEYOR. No.aQmj3-0j7733fo FEE JtW PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: pdm-,DEPUTY COUNTY SURVEYOR'S STATEMENT: THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS DAY OF d.a% , 2023. DAVID L. MCMILLAN, COUNTY SURVEYOR P.L.S. 8488, EXP. 12-31-24 MONUMENTNOTES: OSP` LA�� C. u�. , r m O Q D -< � p NO. 8488 Z 0 cSjgr ���P F OF M1 FOUND SPIKE AND WASHER "PLS 5137", FLUSH, NO REFERENCE, ACCEPTED AS CENTERLINE INTERSECTION. M2 FOUND 1" IRON PIPE TAGGED "RCE 25927" PER (R1), DOWN 0.20 . (: RM3 FOUND 1 " IRON PIPE W/ TACK, TAG GONE, FLUSH, ACCEPTED AS 1" IRON PIPE TAGGED "LS 7566" PER (R2). M4 FOUND 1" IRON PIPE W/ 60D NAIL IN CENTER, DOWN 0.3' ACCEPTED AS 1" IP W/ SPIKE PER (R2). (:M5) - FOUND 1" IRON PIPE TAGGED "RCE 25927", PER (R1), DOWN 0.1' M6 FOUND 1" IRON PIPE WITH ILLEGIBLE TAG, DOWN 0.8' ACCEPTED_ AS THE SOUTHEAST CORNER OF PARCEL 3, OF (R1). M7 FOUND 1" IRON PIPE WITH ILLEGIBLE TAG, FLUSH PER (R2). 8 M8FOUND LEAD TACK AND HOLE IN TOP OF CURB, NO REFERENCE, )_ ACCEPTED AS ANGLE POINT PER (R1). M9 FOUND 1" IRON PIPE TAGGED "RCE 25927" PER. (R1), DOWN 1.01 . ESTABLISHMENT NOTES: E1 SEARCHED, FOUND NOTHING, ESTABLISHED BY PROPORTION PER (R2). E2 SEARCHED, FOUND NOTHING, ESTABLISHED BY PROPORTION PER (R1). E3 LOT LINE PER (R3)., ESTABLISHED PARALLEL WITH AND 60.00' EASTERLY OF THE EAST LINE OF PARCEL B OF (R1) PER (R3). 4.74' (714.75' R2) 378.22' (1378.24' R2) :! M3 8 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 LAUGHLIN & ASSOCIATES, INC. IN MAY 2021. Off' LOD SG L. a � N 0 5/) 7�Z3 � JEFFERY L. YS DATE No. 6379 PLS 6379 aF CAS REFERENCES: (R1) - PARCEL MAP NO. 21911 P.M.B. 152/56-57 (R2) - PARCEL MAP NO. 36673 P.M.B. 248/45-48 (R3) - LLA NO. 3631 RECORDED 1/22/1993 DOC# 271669 O.R. (D1) - GRANT DEED RECORDED 5/27/2021 DOC# 2021-0327051, O.R. (D2) - GRANT DEED RECORDED 6/16/2006 DOC# 2006-04347047 O.R. BASIS OF BEARINGS: Ti-iE-BASIS OF -BEARINGS FOR -THIS SURVEY IS NORTH 00044'49" EAST ALONG THE CENTERLINE OF INLAND VALLEY DRIVE AS SHOWN ON PARCEL MAP NO. 36673, FILED IN BOOK 248, PAGES 45 TO 48 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. RIV CO 23-013