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rs161_007X2,3 -0136988 0q4,G:1 Yk4l NOTE IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 1 OF 1 SHEET THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE BOUNDARY RECORDER'S STATEMENT OF DOC. No. 2004-0538329, REC. 7-12-2004, DOC. No. 2002-539003, REC. 9-27-2002, DOC. No. 1993-444182, REC. RECORD 0 F SURVEYFiled this �L� day of IA4 2023, at .�,_� _�.m. 11-08-19939 DOC. No. 1994-009716, REC. 1-07-1994, DOC. No. in Book �.lo j of Records of u at Page _� , at 1995-2444189 REC. 7-28-1995, DOC. No. 1995-244418, REC. OF LOTS 3 THROUGH 5 INCLUSIVEIN BLOCK 96OF LAKEVIEW MAP No5AS SHOWN BY MAP ON FILE INBOOK 2 the request of the County Surveyor. 7-28-1995 &DOC. No. 2016-0471975, REC. 10-26-2016. (�F MAPS_ AT PA(�F 1R ANn , , . , PARC`FI � (�F PARC:FI MAP 1 �R77 A� �N(1WN RY MAP nN FII F W Rnnk R1� III) PAR[:FI PARCEL 7 N 89'55'02" E 294.71' [294.41] °° � PARCEL 2 N u C:) FD. 1" I.P. TAGGED L.S. 4266, 00 N DN. 0.4', FOR S. E. COR. OF I�PARCEL 1 PER P.M. 85/74. ESTABLISHED BY--` r PROPORTION c P. M. 85174 T" r w PARCEL 3lu [379.71'] z -7n aa' S.F.N, .... .... .. �� ....� v� . ...v . • •..v�� v v. . . ...v�� ...• .. . vv. �� . .v v. .v ••.. v . �•.• .. v.. . .vv .� • �..vv� � vv v� � i •� �v�� MAPS, AT PAGE 74, BOTH RECORDS OF RIVERSIDE COUNTY, CALIFORNIA IN SECTIONS 17 & 18, T. 4S., R. 2W., S.B.M. FD. 1" I.P. W/PLASTIC PLUG ACTION SURVEYS, INC. MAY, 2021 STAMPED "RIV. CO. TRANS.", FLUSH, Pr,K-M Wzo.-5,3, 2 WOLFSKILL AVENUE ACCEPTED AS C.L. INTER. OF N 89'56'33„ E 405.40 WOLFSKILL AVE. &BELL ST. - - - - FD. MAG NAIL. &WASHER PER M.B. 2/18. (405.18') [405.18'] 1405.1811 STAMPED "RIV. CO. TRANS. FLUSH, C�"�,Q�0-,53,0_ _ n '�1 ACCEPTED At ' C.L. INTER. OF -,�� � � 5=2) WOLFSKILL AVE. &MAGNOLIA �``',�� �. � LAKEI/lEW MAP No. 5 � � � AVE. PER M.B. 2�,s. _00- C, - M.B. 2/18 nCTAII " A " INV 1 I V JVMLr_ ESTABLISHED BY PROPORTIONATE - MEASUREMENT ESTABLISHED BY INTERSECTION q11TH STREET 1 JSO 323.02 [323.03] 285.06' 315.06 o� ¢¢� 4� 44-1 CO. col h� � C40 �, S.F.N. <v `1r . •� �� 5. Civ 30. 4� M 303.69' 120.00 FD. 1" I.P. TAGGED L.S. 2501, UP - 0.3 NO REFERENCE. MON. NOT ACCEPTED. MON IS N 30'1821" W 1.25' FROM CALCULATED CORNER. FD. 1" I.P. TAGGED w L.S. 3365, UP 0.3' `ti PARCEL 4 SET CONC. NAIL &TAG � L.S. 4343 IN CON C. *r - U0 FOOTING OF CHAINLINK FENCE POST. L� �^� nCTAII " A " INV 1 I V JVMLr_ ESTABLISHED BY PROPORTIONATE - MEASUREMENT ESTABLISHED BY INTERSECTION q11TH STREET 1 JSO 323.02 [323.03] 285.06' 315.06 o� ¢¢� 4� 44-1 CO. col h� � C40 �, S.F.N. <v `1r . •� �� 5. Civ 30. 4� M 303.69' 120.00 FD. 1" I.P. TAGGED L.S. 2501, UP - 0.3 NO REFERENCE. MON. NOT ACCEPTED. MON IS N 30'1821" W 1.25' FROM CALCULATED CORNER. FD. 1" I.P. TAGGED 3, d,_� L.S. 3365, UP 0.3' I 05390 PER P.M. 32/11 & A P.M. 85/94. v *r - U0 •• �'2-26 I � 016 - 2016 I DOC. 10 Rd cow V N Cn ILO ) . N z C) 4- w I A00 w z G 30 r4l--L--I �,� u • M V) X I � zM-w . r-� z W w� o M ui M FD. 1-1/2" I.P. TAGGED L.S. 4266, Lr) N> �'• °0 FLUSH, PER P.M. 85/74. MON. O H W O O I �' o W a w c) HELD FOR EAST/WEST LINE ONLY. MON. IS EAST 0.24' FROM LLJ Q_w Lo . XW �U.) CALCULATED CORNER. � 120.00' 147.00' 610.29' 315.06' <315.15'> -- - 576.72' S. FN120-00' 285.06' N 120.00' 315.06' 120.00' 120.00' 120.00' 147.00' 138.06' elQ 0�`L O BROWN STREET w � �O o�w 0 . �� �`� 0539 z >" >" w �� / LO • L�� 71975 6 DETAIL 6 CD Q 0�' ��' O 16'04 PAR' I ESTABLISHED BY -�• 0 0 0. 20 ,2016 L `� 0 �0 10_26 w PROPORTIONATE NOT To SCALE 00.0• REO. w � ��• w w MEASUREMENT AR. A �' 120.00' � P A ' ' A Z LIJ w c6 ,�j w W \ O ttljN O L6 M O dam- Q Q UJW N :7Rw M� I M� w ��N ro V_ V ~W"Qm . �o �O N Iw Z OW� .,� _ wQz w M w O O M LL.I ZLL- > N d' O Q� � V C j `�V Q Imo► O � - tp (� I W p (n N N o o W ''i z ''`� SET CONC. NAIL & TAG O W= _j N Z d. Z W F- J � z z S.E. COR. OF L.S. 4343 I N CONC. _ \ _ 0 o 4 W LOT 4 PER 30 FOOTING OF CHAINLINK � Q _ Q W FENCE POST. .- o • cr F' M.B. 2/18. .0E-o�oW � I � Bo�?ocwn 267.00 � 120.00' M 120.00' , 120.00' \, 147.00' ;� 138.06' 1017.63 120.00' 120.00' 120.00' 315.06' <315.15'> - 630.31' <630.31'> 1098.75' (1098.74') [1098.74'] 11098.74'1 FD. 1" I.P. TAGGED L.S. 33659 FD. 1" I.P. TAGGED L.S. 2501, UP N 89'55'21" E 1729.06' DN 0.6" PER P.M. 22/339 32 110.3', NO REFERENCE. MON. NOT BROWN STREET P.M. ' & P.M. 85/74. ACCEPTED. MON IS N 02 42 26 E 100 50 0 100 200 300 P.M. 221jj(BROWN AVENUE PER M.B. 2/18) 1 1 1 0.87 FROM CALCULATED CON CORNER. No. Fee �1 Peter Aldana, Assessor -County Clerk -Recorder By: ----------- Deputy SURVEYOR'S STATEMENT 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 Abigail K. K. Kawananakoa R.L.T. in April 2021. 1,AN0 SG 00000 Gabriel D. Ybarr .S. 4343 exp. 6-30-24 No. 4343 y A Ar Up, 6-30-2024 P q� OF CALiO�� SURVEYOR'S NOTES Basis of Bearings is taken from the centerline of Bell Street per P.M. 22/33, being N 26'3601" E. • Denotes found monuments as noted. O Denotes set 1" I.P. tagged L.S. 4343, flush unless otherwise noted. () Denotes record data per P.M. 22/33. [ ] Denotes record data per P.M. 85/74. € � Denotes record data per P.M. 32/11. < > Denotes record data per M.B. 2/18. S.F.N. Denotes searched, found nothing. All I.P. dimensions are inside diameter. The survey shown hereon was performed between April 29 through 30, 2021 and May 6, 2021. COUNTY SURVEYOR'S STATEMENT This map has been examined in accordance with Section 8766 of the Professional Land Surveyors' Act this __.�` d ay of 2023. 1111 `A N O s\ -'�No. 8488z� oda\* OF CAL1E / David L. McMillan, County Surveyor L.S. 8488 COUNTY SURVEYOR'S NOTE: The County Surveyor has not established as of the date of recording of this Record of Survey that the land shown in this Record of Survey is in compliance with the provisions of the Subdivision Map Act, Division 2 (commencing with Section 66410) of Title 7 of the Goverment Code and Riverside County Ordinance 460. The Parcels shown on this survey may not have been legally created and therefore may not be a buildable parcels. David L. McMillan, County Surveyor L.S. 8488 _ _,� SCALE: 1"= 100' W.O. 21 30 SEC 17 & 18_ 4S - 2W RIV. CO. 21-196 If I 05390 I LLA 47 1975 v •• �'2-26 I � 016 - 2016 I DOC. 10 �? cow E0. N ) . N z C) 4- w I A00 w z G 30 r4l--L--I �,� . ,� Q o PAR• cnzF-- o wU • M V) X I � zM-w . r-� z W w� o M �w w0 0� � Q zM �Z I bo Lr) N> �'• °0 Z �LLJ LCI_. •0 Q O H W O O I �' o W a w c) O • MwC-) LLJ Q_w Lo . XW �U.) V .00"i_Q w r� ZI w Q - WEC) �- �- © 0 Q O U 00 to C4I 00QNV Z cj e- z -J I O �ZU-i � 41 "1< � .U_ 0 0W �� Z .�O�J I Li -OZ ZU w I 1 00 � 120.00' 147.00' 610.29' 315.06' <315.15'> -- - 576.72' S. FN120-00' 285.06' N 120.00' 315.06' 120.00' 120.00' 120.00' 147.00' 138.06' elQ 0�`L O BROWN STREET w � �O o�w 0 . �� �`� 0539 z >" >" w �� / LO • L�� 71975 6 DETAIL 6 CD Q 0�' ��' O 16'04 PAR' I ESTABLISHED BY -�• 0 0 0. 20 ,2016 L `� 0 �0 10_26 w PROPORTIONATE NOT To SCALE 00.0• REO. w � ��• w w MEASUREMENT AR. A �' 120.00' � P A ' ' A Z LIJ w c6 ,�j w W \ O ttljN O L6 M O dam- Q Q UJW N :7Rw M� I M� w ��N ro V_ V ~W"Qm . �o �O N Iw Z OW� .,� _ wQz w M w O O M LL.I ZLL- > N d' O Q� � V C j `�V Q Imo► O � - tp (� I W p (n N N o o W ''i z ''`� SET CONC. NAIL & TAG O W= _j N Z d. Z W F- J � z z S.E. COR. OF L.S. 4343 I N CONC. _ \ _ 0 o 4 W LOT 4 PER 30 FOOTING OF CHAINLINK � Q _ Q W FENCE POST. .- o • cr F' M.B. 2/18. .0E-o�oW � I � Bo�?ocwn 267.00 � 120.00' M 120.00' , 120.00' \, 147.00' ;� 138.06' 1017.63 120.00' 120.00' 120.00' 315.06' <315.15'> - 630.31' <630.31'> 1098.75' (1098.74') [1098.74'] 11098.74'1 FD. 1" I.P. TAGGED L.S. 33659 FD. 1" I.P. TAGGED L.S. 2501, UP N 89'55'21" E 1729.06' DN 0.6" PER P.M. 22/339 32 110.3', NO REFERENCE. MON. NOT BROWN STREET P.M. ' & P.M. 85/74. ACCEPTED. MON IS N 02 42 26 E 100 50 0 100 200 300 P.M. 221jj(BROWN AVENUE PER M.B. 2/18) 1 1 1 0.87 FROM CALCULATED CON CORNER. No. Fee �1 Peter Aldana, Assessor -County Clerk -Recorder By: ----------- Deputy SURVEYOR'S STATEMENT 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 Abigail K. K. Kawananakoa R.L.T. in April 2021. 1,AN0 SG 00000 Gabriel D. Ybarr .S. 4343 exp. 6-30-24 No. 4343 y A Ar Up, 6-30-2024 P q� OF CALiO�� SURVEYOR'S NOTES Basis of Bearings is taken from the centerline of Bell Street per P.M. 22/33, being N 26'3601" E. • Denotes found monuments as noted. O Denotes set 1" I.P. tagged L.S. 4343, flush unless otherwise noted. () Denotes record data per P.M. 22/33. [ ] Denotes record data per P.M. 85/74. € � Denotes record data per P.M. 32/11. < > Denotes record data per M.B. 2/18. S.F.N. Denotes searched, found nothing. All I.P. dimensions are inside diameter. The survey shown hereon was performed between April 29 through 30, 2021 and May 6, 2021. COUNTY SURVEYOR'S STATEMENT This map has been examined in accordance with Section 8766 of the Professional Land Surveyors' Act this __.�` d ay of 2023. 1111 `A N O s\ -'�No. 8488z� oda\* OF CAL1E / David L. McMillan, County Surveyor L.S. 8488 COUNTY SURVEYOR'S NOTE: The County Surveyor has not established as of the date of recording of this Record of Survey that the land shown in this Record of Survey is in compliance with the provisions of the Subdivision Map Act, Division 2 (commencing with Section 66410) of Title 7 of the Goverment Code and Riverside County Ordinance 460. The Parcels shown on this survey may not have been legally created and therefore may not be a buildable parcels. David L. McMillan, County Surveyor L.S. 8488 _ _,� SCALE: 1"= 100' W.O. 21 30 SEC 17 & 18_ 4S - 2W RIV. CO. 21-196 If