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rs159_016BASIS OF BEARINGS PURPOSE OF SURVEY THE BASIS OF BEARINGS FOR THIS SURVEY IS THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE NORTH 57034'55" WEST BEING THE BOUNDARY OF THE GRANT DEED RECORDED 08/13/2021 NORTHEASTERLY LINE OF PARCEL MAP NO. AS DOC# 2021-0485178, OF OFFICIAL RECORDS AND TO 28939, FILED IN BOOK 192, PAGES 93 TO 96 OF COMPLY WITH SECTION 8762(B)(4) OF THE PARCEL MAPS, IN THE OFFICE OF THE PROFESSIONAL LAND SURVEYORS' ACT. COUNTY RECORQER OF RIVERSIDE COUNTY IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY """'"' ' '•"'�'•""• "' ,•'""•"„'� """'•, ,. �-� SEING A SURVEY OF THE GRANT DEED RECORDED 08/13/2021 AS MONUMENTNOTESM4 �O� _ DOC# 2021-0485178, OF OFFICIAL RECORDS, M1 FOUND 1" IRON PIPE, TAG GONE, ACCEPTED AS 1"IRON PIPE TAGGED LS 6359 PER RSB 100/9-10, FLUSH. M2 FOUND LEAD, TACK AND TAG, RCE 22606 PER (R2). M3 FOUND LEAD, TACK AND TAG, LS 4547 PER (R4). �v G M4 FOUND 1" IRON PIPE WITH PLASTIC PLUG L O STAMPED LS 4547 PER (R4), DOWN 0.1'. M5 FOUND 2" IRON PIPE, TAG GONE, DOWN 0.1', Q� O NO RECORD, ACCEPTED AS THE NORTHEAST01 CORNER OF PARCEL 2 OF (R2), SET TAG "AI C R0170" �J' \ 'aq11,%SIN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. pFe °��O ��o�o LOCATED WITHIN SECTION 25, TOWNSHIP 7 SOUTH, RANGE 3 WEST, S.B.M. 9 14;��SS ,'Q�i�cs �O oO� 9 JEFFERY L. MAYS L.S. 6379 �0O �4 DAT JOB NUMBER: 202482021 REFERENCES J (339 e�°�0� (R1) - PARCEL MAP NO. 30060 30. JRN CIVIL„ ENGINEERS P.M. 200/73-74 (R2) - (PARCEL MAP NO. 28939 pQ���� K,__55 E1 F.M. 192/93-96 pingmp-1 HIP 100 �:Zgg(No) PONO ��QMIT&T4� 1113) - PARCEL MAP NO. 28697 P.M. 191/36-37 ;4) - RSB 103/54-55 ;5) - LLA PA NO. 99-0218 RECORDED 10/29/1999 DOC# 1999-487294 O.R. M6 FOUND 1-1/2" IRON PIPE TAGGED LS 4547 1. N PARCEL A 66� / q/1 p (R6) - GRANT DEED M7 FOUNDPER 43/4D"oIRONWN OPIPE, TAGGED J GRANT DEED v°� Deo 32A X88' r6, vDC# 2021D048517821RCE 22606 PER (R2), DOWN 02' cs RECORDED 8/13/2021 pQ�@m� � �Jv � 3,E o �'Q Mg FOUND 2" BRASS DISK STAMPED M3 1 � DOC# 2021-0485178, OuRs pllm@MF� HZ%P 2`393.3 '�2 V u�° p"�%o � "CALIFORNIA DEPT. OF HIGHWAYS o� 29 �O� �00�,19) R2 �'�,3 ��� �o CL INT. 55+78.67 LS 6359" DOWN � J 0.8' IN WELL PER CR 12-0363 cb p°�° � . PARCEL D FOUND 3/4" IRON PIPERCE 22606 � M11 (irk,9 M5 PER PMB192/93-96 , � 425 S v� 4,p � �j• GRANT DEED M10 FOUND 2"IRON PIPE, ILLEGIBLE ,13 RECORDED 8/13/2021 TAG, DOWN 0.11, NO RECORD, p wRSS•• � DO(i# 221-0485178, O.R. ACCEPTED AS THE NORTHWEST 1� v: CORNER OF PARCEL 3 OF (R2). 37 � M11 FOUND 3/4" IRON PIPE, TAG GONE,� � • cyd` ?03, E9 v DOWN 0ACCEPTED AS 3/4" IRON �+ \ �- " X23 ry ri.2'E2 PIPE TAGGED "RCE 22606" PER (R2),i- v ��6, �� SET TAG "PLS 6379". � UA�N N - ,Q J E3 • S), 2 ESTABLISHMENT NOTES [pin@ (� IL R -P s;gs�,, E1CrJ E1 ESTABLISHED BY BEARING -BEARING c', DDL%[2@[�F� NL%p Hgo '�j,�j'1 �'j� � � �Q J M 10 �"� �, � �o �3 � INTERSECTION N PONO �O0 � 1 'S A 6' E2 ESTABLISHED AT RECORD BEARING � E$ � AND DISTANCE PER (R2) PL%D2@ �� � X32 X329 \ E3 ESTABLISHED BY COMPASS '� 9>>s9' h \ PARCEL B RULE ADJUSTMENT PER (R2) Rj E4 ESTABLISHED AT RECORD E6 DELTA (00037'031') PER (R2) � � \ �`L1 �`L1 �1 @o ES ESTABLISHED BY INTERSECTION o,�� \ °Q � INV L9 E6 ESTABLISHED AT POINT OF � O �, pie ���� c� \ � p. ,�Q� TANGENCY WITH 24.33' RADIUS CURVE � O p \ `b� '��' ��,'� (� \`? E7 ESTABLISHED BY RECORD �� 0' �� pQ���� �Qp �"��'� � � ,���� U0 � ��� M7 � ���1 DISTANCE (176.791) PER (RS). .� p lk1Q)o R409)1�9) � rg sr Eg ESTABLISHED BY RECORD DISTANCE � � p PONo � QR-11��c���C� E7 0�� \ o� (170.11') PER (R2). \ 00M9 Eg ESTABLISHED BY RECORD DISTANCE � r� � �, 4, E1 M9 0 ���. (133.580) O �s • O� o p o o a �.N ` O � �,� G�OG�o pC�C� 4� � P• �1'epD ro"D A791 -El C R/W PER (R2) �� � N tX110 1°��,, � �l PQ �lQ �i�0291 F. NO. PJfl�J4�37294➢ O.M. S' AND (R3) J '� ���j � G�G�GC�Da ^JJ� �1 E5 10I IIIIIIM 11, 2 �O > �'� E5 p1 V COUNTY SURVEYORS NOTE��- THE COUNTY SURVEYOR HAS NOT • � h � / QP �,�o h � ��c� G W � ESTABLISHED AS OF THE DATE OF RECORDING cP, OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN �� fir' ��, ',Oh1 SURVEYOR'S STATEMENT COMPLIANCE WITH THE PROVISIONS OF THE , \ \s O� tK 2~ p0 ,• r0I o ,© R/W PER (R2) AND (R3) >� �GO E4 , E5 �r CURVE DATA CURVE DELTA ANGLE RADIUS ARC LENGTH C1 3459,00 N 1145.00 79.91 (31659'451" R2&R5 N 79.86 R2&R5), C2 12'3615 RS 1145.00 251.88 43054'20's W (12'03305507R2 59.95 251.10 R2 C3 18'40 34 R2 & R5 1145.00 373.22 L3 N 18'4318 R2 374.13 R2 C4 0'42'09" 43'54 40 2433.00' 29.84' R2 R3 R4&R5 22.62 0'4216 1 R2 N 29.91 R2 C5 0'37103" 2433.00' 26.22' N C6 1'1912 R5 2433.00 56.06 L5 N 101 9ml 1911 R2 56.13 R2 C7 68'0714 46'0512 50.00 59.45 (197.98' R5 68'07 02 R1 &R2 46005'3711 59.44 R1 &R2 154.71 68'06 25 R3&R41 N (59.43" R3&R4 C8 7'26 20 R5 50.00 6.49 46"05'37" E 7°29 20 R 1 6.54 R 1 N 7'29 46 R 2 R5) 6.54 R 2 -) C9 60,04054- N 50.00 52.95 197.72' 60"37'42" R1 N 52.91 R1 60'3716 R2 52.90 R2 SUBDIVISION MAP ACT, DIVISION 2 M1 �>> 2 THIS MAP CORRECTLY REPRESENTS A SURVEY (COMMENCING WITH SECTION 66410) OF TITLE 7, OF THE GOVERNMENT CODE. THE PARCELS �rji •6 �'� t<, MADE BY ME OR UNDER MY DIRECTION IN `�' `��CONFORMANCE WITH THE REQUIREMENTS OF THE SHOWN ON THIS SURVEY MAY NOT HAVE BEEN �• � ,�'` Q s 'A Q,, \ Q, PROFESSIONAL LAND SURVEYORS ACT AT THE LEGALLY CREATED AND THEREFORE MAY NOT 170 q� BE A BUILDABLE PARCEL. ��'�`� '�' ��o REQUEST OF MEISSNER JACQUET COMMERCIAL Jar REAL ESTATE SERVICES, IN JUNE OF 2021. 80' 09 80' 160 -�! - �' • �' ,sem, � � s DAVID L. MCMILLAN, COUNTY SURVEYOR Mg ZZ 'A80sp J P.L.S. 8488 .Jlw SCALE.•- JEFFERY L. MAYS DATE L.S. NO. 6379 Z0120 or SHEET 1 OF 1 RECORDER'S STATEMENT FILED THIS DAY OF -0 % bCO022,51mr-an AT T% 12. P.M. IN BOOKS�_ RECORDS OF SURVEY, AT PAGE _ 114 , AT THE REQUEST OF THE COUNTY SURVEYOR. No. F 4 gol It FEE PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: _, DEPUTY LINE DATA LINE BEARING DISTANCE 182-59' L1 N 43'54'20" W N 43054'40 W R2 & R5 82.62 RS L2 N 43054'20's W 59.95 N 43"54140"' W R2 & R5 50.00 R2 L3 N 43"5492019 W 22.64' N 43'54 40 W R2 R3 R4&R5 22.62 R2 R3 R4&R5 L4 N 88"42'29" E 33.97 N 88@42'06" E R5 L5 N 46"05137"' E 198.09 N 46'0512 E R5) (197.98' R5 L6 N 46005'3711 E 154.71 N 46'0512 E R5 154.69 R5 L7 N 46"05'37" E 43.38 N 46'0512 E R5) (43-29- R5 L8 N 46'53'47" E 197.72' L9 N 46053'47" E 105.79 N 46052"347 E R5(107-03"RS L10 N 46'53 47 E 24.10 L11 N 46053'47111F E 66.76' (N- 46@52-34 E R5) (66-891 - R5 L12 N 46'52 00 E 148.25 L13 N 46'52'00" E 44.50' N 46'52 34 E RfiT (44-50 1R6 L14 N 46'52 00 E 103.74 IN 46'52 34 E R27 (103-66' R2 L15 N 54"54'09" W 6 7.00 N 54"54"34 VIP W R2 L16 N 43051'43" W 134.42 N 43054'317' W R2 134.66 R2 S 43'54 31 E 133 134.65 R3 L17 N 57033'40" W 45.91 N 57034'55" W R2&R3 45.00 R2&R3 L18 N 3225'0571 E 106. 001 M & R2 L19 IN 3712'35 toE 229.20 N 37'12 22 E R1 R2 R3&R4 229.32 R1 R2 R3&R4 L20 N 13"3313711 E 80.26' N 13`33'24" E R1 R2 R3&R4 L21 N 81022'25" E 55.00 M & R4 N 81022-18 FINE R1 R3&R4 L22 N 32"23'54" E 2.86 N 32024"43 E R1 L23 N 57"3454" W 25.01 N 57'3517 7vW R1 2 5.0 2 R1 L24 N 32"251323" E 2.00 N 32024'43"' E R1 L25 N 57'34 54 W 143.45 N 5703517 W Ell .48 R1 L26 N 32'23 54 E 2.00 N 32-02443" E R1 L27 N 57'39'20" W 25.41' N "39'43"' W R1 25.42 1R1 L28 N 32.17'01 " E 2.86' N 32'016"11"p E R 1 L29 N 57043'2671 W 76.18 N 57"43'49"" W R1(76 -20"R1 L30 N 43'5714 W 182.13 182.03 R1 L31 N 43'51'23" W 180.14' N 43'@54'3i W R2) 180.09 R2 N 43"54"31'rW Rfi 180.09 R6 L32 N 43051323" W 180.14 S 43'54 31 E E6) ( R6 L33 N 46'5219 E 178.18 L34 N 43"51'23" W 179.95 N 43'054'31 W R2= (179.92" R-27 L35 N 46 .5 27"1 E 44.50 S 46'52 19 W R6 <44.50'> L36 N 46'5219 E 133.58 L37 IN 46'5219 E 102.64 102.74 R2 L38 N 46'5219 E 30.94 30.84 R2 L39 N 32"25'05" E 150.67 L40 -N 43"53132's W 143.03 N 43057"14"' W R2) 143.01 RIO L41 N 46"56123" E 97.38 N 46'5219 E R2) (97-32- R2 L42 N 43'5714 W 39.10 -) 39.15 R2 L43 N 43'57'14" W 182.85' 182.80' R5 COUNTY SURVEYOR'S STATEMENT �� LOD�� THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH �F �� �c►� SECTION 8766 OF THE PROFESSIONAL LAND � � N O� SURVEYORS' ACT THIS Q� DAY OF 2022. No. 6379 -- -.-� lljj DAVID L. MCMILLAN, COUNTY SURVEYOR P.L.S. 8488, EXP. 12-31-22 FANO A'ic,� sG w � r m O`Z >-C NO. 8488 Z 0 P RIV CO 22-096