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rs160_008-010IN THE CITY OF MURRIETA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. - V: 4: 0__ Lol ;m i D_ 1 "0 N 1 &0 Ili am ITJ BEING A SURVEY OF A PORTION OF THE NORTH HALF OF THE NORTHEAST ONE-QUARTER OF SECTION 2, TOWNSHIP 7 SOUTH, RANGE 3 WEST, S.B.M. DATE OF SURVEY JULY 2021 JOSEPH D. DEAL, L.S. 9276 MONUMENT DESCRIPTIONS AND ESTABLISHMENT NOTES: 0 INDICATES FOUND MONUMENT AS NOTED. FOR SIZE AND DESCRIPTION SEE DESCRIPTION NUMBER. INDICATES FOUND STATION MONUMENT AS NOTED. 0 INDICATES NUMBER OF FOUND MONUMENT DESCRIPTION. O INDICATES SET 1" IRON PIPE & TAG "L.S. 9276" OR GEAR SPIKE & WASHER STAMPED IS 9276 OR MAGNETIC NAIL & WASHER STAMPED "LS 9276" FLUSH, UNLESS OTHERWISE NOTED OFD 2" BRASS DISK PUNCHED & STAMPED IS 7910", DOWN 0.5' IN SURVEY WELL MONUMENT, PER R9; ACCEPTED AS NORTH ONE QUARTER CORNER OF SECTION 2, T. 7 S., R. 3 W., S.B.M. OFD 1" IRON PIPE & PLASTIC PLUG STAMPED "RIV. CO. TRANS.", FLUSH IN PAVEMENT, NO REFERENCE; ACCEPTED AS THE NORTHEAST CORNER OF SECTION 2, T. 7 S., R. 3 W., S.B.M. 03 FD LEAD, TACK & TAG IS 2821", FLUSH IN 6" DIAMETER CONCRETE, PER R4; ACCEPTED AS THE EAST QUARTER CORNER OF SECTION 2, T. 7 S., R. 3 W., S.B.M. ®FD 1" IRON PIPE WITH NAIL & TAG "LS 5928", UP 8" IN ROCK MOUND, NO REFERENCE; ACCEPTED AS THE CENTER OF SECTION 2, T. 7 S., R. 3 W., S.B.M. 05 SEARCHED FOUND NOTHING, SET GEAR SPIKE & WASHER STAMPED "LS 9276"; CLINTON KEITH ROAD CENTERLINE AND R5 INTERSECTION ESTABLISHED BY RECORD DISTANCE (57.00') PER R7 FROM 10 ©SEARCHED FOUND NOTHING, SET MAGNETIC NAIL & WASHER STAMPED "LS 9276"; R5 ANGLE POINT ESTABLISHED BY A 57.00' EASTERLY PARALLEL LINE WITH THE WESTERLY LINE OF THE NORTHEAST ONE-QUARTER OF SECTION 2, T. 7 S., R. 3 W., SBM, A CALCULATED RECORD DISTANCE (55.00') PER R5 FROM O O SEARCHED FOUND NOTHING, SET MAGNETIC NAIL & WASHER STAMPED "LS 9276"; R6 ANGLE POINT ESTABLISHED BY RECORD DISTANCE (33.24') PER R8, TO A 33.00' EASTERLY PARALLEL LINE WITH THE WESTERLY LINE OF THE NORTHEAST ONE-QUARTER OF SECTION 2, T. 7 S., R. 3 W., SBM. ®R6 ANGLE POINT ESTABLISHED BY CALCULATED RECORD DISTANCE (56.20') PER R6 FROM O SEE SURVEYOR'S NOTE ON SHEET 2. 09 FOUND 1" IRON PIPE & PLASTIC PLUG STAMPED "RIV. CO. TRANSPORTATION", FLUSH, PER R10 AT SET MONUMENTS DATE OCTOBER 2022, N 05'38'02" E 0.12' FROM 10 SEARCHED FOUND NOTHING, SET NOTHING; R5 AND R6 COMMON ANGLE POINT ESTABLISHED BY REC D ANGLE (90' 00' 00") AND CALCULATED RECORD DISTANCE (17.00') PER R6 FROM U8 11 R5 ANGLE POINT ESTABLISHED BY CALCULATED RECORD DISTANCE (24.00') PER R5 FROM 10 SEE SURVEYOR'S NOTE ON SHEET 2. 12 FOUND 1" IRON PIPE & PLASTIC PLUG STAMPED "RIV. CO. TRANSPORTATION" FLUSH, PER R10 AT SET MONUMENTS DATE OCTOBER 2022, N 01'30'14" W 0.16' FROM 11 13 R5 ANGLE POINT ESTABLISHED BY RECORD ANGLE (90' 00' 00") AND CALCULATED RECORD DISTANCE (46.14') PER R5 FROM 11 SEE SURVEYOR'S NOTE ON SHEET 2. 14 FOUND 1" IRON PIPE & PLASTIC PLUG STAMPED "RIV. CO. TRANSPORTATION" FLUSH, PER R10 AT SET MONUMENTS DATE OCTOBER 2022, N 07'47'53" E 0.15' FROM 13 9R5 ANGLE POINT ESTABLISHED BY RECORD ANGLE (133' 26' 57") AND CALCULATED RECORD DISTANCE (34.09') PER R5 FROM 13 SEE SURVEYOR'S NOTE ON SHEET 2. 16 FOUND 1" IRON PIPE & PLASTIC PLUG STAMPED "RIV. CO. TRANSPORTATION" FLUSH, PER R10 AT SET MONUMENTS DATE OCTOBER 2022, N 05'28'48" E 0.18' FROM 15 17 R5 ANGLE POINT ESTABLISHED PER CALCULATED RECORD DISTANCE (98.46') PER R5 FROM 15 SEE SURVEYOR'S NOTE ON SHEET 2. 18 FOUND 1" IRON PIPE & PLASTIC PLUG STAMPED "RIV. CO. TRANSPORTATION" FLUSH, PER R10 AT SET MONUMENTS DATE OCTOBER 2022, N 10'57'39" W 0.13' FROM 17 19 R5 ANGLE POINT ESTABLISHED BY RECORD ANGLE (162' 19' 24") AND CALCULATED RECORD DISTANCE (46.11') PER R5 FROM 17 SEE SURVEYOR'S NOTE ON SHEET 2. 20 FOUND EPDXY TACK & TAG "RIV. CO. TRANSPORTATION", FLUSH PER R10 AT SET MONUMENTS DATE OCTOBER 2022, N 26'42'04" W 0.23' FROM 19 MONUMENT DESCRIPTIONS AND ESTABLISHMENT NOTES: 21 R5 ANGLE POINT ESTABLISHED BY RECORD ANGLE (162' 19' 24") AND CALCULATED RECORD DISTANCE (61.01') PER R5 FROM 19 SEE SURVEYOR'S NOTE ON SHEET 2. 20 FOUND EPDXY TACK & TAG "RIV. CO. TRANSPORTATION", FLUSH PER R10 AT SET MONUMENTS DATE OCTOBER 2022, N 22'40'57" W 0.10' FROM 21 O R5 ANGLE POINT ESTABLISHED BY RECORD ANGLE (161' 57' 57") AND CALCULATED RECORD DISTANCE (45.22') PER R5 FROM 21 SEE SURVEYOR'S NOTE ON SHEET 2. 2O FOUND 1" IRON PIPE & PLASTIC PLUG STAMPED "RIV. CO. TRANSPORTATION", FLUSH, PER R10 AT SET MONUMENTS DATE OCTOBER 2022, N 04'22'02" W 0.18' FROM 2Q 2O R5 ANGLE POINT ESTABLISHED BY RECORD ANGLE (161' 57' 57") AND CALCULATED RECORD DISTANCE (149.34') PER R5 FROM 2O SEE SURVEYOR'S NOTE ON SHEET 2. 26 FOUND LEAD, TACK & TAG "RIV. CO. TRANSPORTATION" DRILLED IN ROCK, PER R10 AT SET MONUMENTS DATE OCTOBER 2022, N 08'49'26" W 0.09' FROM 0 2OR5 ANGLE POINT ESTABLISHED BY RECORD ANGLE (179' 39' 11") AND CALCULATED RECORD DISTANCE (166.63') PER R5 FROM O5 SEE SURVEYOR'S NOTE ON SHEET 2. O FOUND 1" IRON PIPE & PLASTIC PLUG STAMPED "RIV. CO. TRANSPORTATION" FLUSH, PER R10 AT SET MONUMENTS DATE OCTOBER 2022, N 01'46'59" W 0.13' FROM 0j 9R5 ANGLE POINT ESTABLISHED BY RECORD ANGLE (90' 00' 00") AND CALCULATED RECORD DISTANCE (5.00') PER R5 FROM 0 SEE SURVEYOR'S NOTE ON SHEET 2. 3O FOUND LEAD, TACK & TAG "RIV. CO. TRANSPORTATION" DRILLED IN ROCK, PER R10 AT SET MONUMENTS DATE OCTOBER 2022, N 28'12'29" W 0.07' FROM 29 31 SEARCHED FOUND NOTHING, SET LEAD, TACK & TAG IS 9276" IN ROCK; R7 ANGLE POINT ESTABLISHED WITH A LINE PARALLEL WITH AND 72.00' SOUTHERLY FROM THE NORTHERLY LINE OF THE NORTHEAST ONE-QUARTER OF SECTION 2, T. 7 S., R. 3 W., SBM, A RECORD DISTANCE (726.53') PER R7 FROM 29 9137 ANGLE POINT ESTABLISHED BY RECORD ANGLE (45' 00' 00") AND RECORD DISTANCE (49.50') PER R7 FROM 31 SEE SURVEYOR'S NOTE ON SHEET 2. O FOUND 1" IRON PIPE & PLASTIC PLUG STAMPING ILLEGIBLE, FLUSH, NO REFERENCE AT SET MONUMENTS DATE OCTOBER 2022, N 77'43'59" W 0.02' FROM 3O R7 ANGLE POINT ESTABLISHED BY RECORD ANGLE (135' 00' 00") AND RECORD DISTANCE (320.00') PER R7 FROM 32 SEE SURVEYOR'S NOTE ON SHEET 2. 3O FOUND 1" IRON PIPE & PLASTIC PLUG STAMPING ILLEGIBLE, FLUSH, NO REFERENCE AT SET MONUMENTS DATE OCTOBER 2022, N 28'10'01" W 0.03' FROM 34 36 R7 ANGLE POINT ESTABLISHED BY RECORD ANGLE (178' 58' 36") AND RECORD DISTANCE (278.90') PER R7 FROM 34 SEE SURVEYOR'S NOTE ON SHEET 2. 3O FOUND 1" IRON PIPE & PLASTIC PLUG STAMPING ILLEGIBLE, FLUSH, NO REFERENCE AT SET MONUMENTS DATE OCTOBER 2022, S 09'05'49" E 0.07' FROM3O O SEARCHED FOUND NOTHING, SET 1" IRON PIPE & TAG "LS 9276"; R7 ANGLE POINT ESTABLI HED BY RECORD ANGLE (162' 38' 37") AND RECORD DISTANCE (273.62') PER R7 FROM 36 39 R7 ANGLE POINT ESTABLISHED BY RECORD ANGLE (97' 55' 46") AND RECORD DISTANCE (710.68') PER R7 FROM 38 SEE SURVEYOR'S NOTE ON SHEET 2. 40 FOUND 1" IRON PIPE & PLASTIC PLUG STAMPED IS 8136", FLUSH, NO REFERENCE AT SET MONUMENTS DATE OCTOBER 2022, S 61'24'45" E 0.16' FROM 39 @)R7 ANGLE POINT ESTABLISHED BY RECORD ANGLE (162' 28' 29") AND RECORD DISTANCE (260.04') PER R7 FROM 39 SEE SURVEYOR'S NOTE ON SHEET 2. 42 FOUND 1" IRON PIPE & PLASTIC PLUG STAMPED "LS 8136", FLUSH, NO REFERENCE AT SET MONUMENTS DATE OCTOBER 2022, N 46'12'19" W 0.17' FROM 41 43 R7 ANGLE POINT ESTABLISHED BY RECORD ANGLE (172' 00' 16") PER R7 FROM41 AND INTERSECTION WITH THE WESTERLY LINE OF THE NORTHEAST ONE-QUARTER OF S ION 2, T. 7 S., R. 3 W., SBM. SEE SURVEYOR'S NOTE ON SHEET 2. 44 FOUND 1" IRON PIPE & PLASTIC PLUG STAMPED IS 8136", FLUSH, NO REFERENCE AT SET MONUMENTS DATE OCTOBER 2022, S 35'51'49" E 0.13' FROM 43 44 FOUND 1" IRON PIPE & TAG "LS 6359", FLUSH NO REFERENCE AT SET MONUMENTS DATE OCTOBER 2022, S 72'50'35" W 0.17' FROM 43 SURVEYOR'S STATEMENT: �.oa3-Uo2kSuZ57 �o 0 riU�nal SHEET 1 OF 3 SHEETS RECORDER'S STATEMENT: FILED THIS 3154- DAY OF -S _ 2015— AT-Ali- ! _ PM IN BOOKAU9 ---OF RECORDS OF SURVEY, AT PAGE_9__'J ___, AT THE REQUEST OF THE COUNTY SURVEYOR. NO. -------- FEE: ____FEE: ------- -- — -- PETER ALDANA, ASSESSOR—COUNTY CLERK—RECORDER BY: —9 --- ------- ------- DEPUTY. 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 DAVID EVANS AND ASSOCIATES, INC. IN DECEMBER, 2020. (� - C) - 0 01/10/2023 JOSEPH D. DEAL, L.S. 9276 DATE COUNTY SURVEYOR'S STATEMENT: `- JOSEPH D. DEAL 7° No. 9276 N Q C At - THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS _ a 7 _ DAY OF ----���L-----• 2023. DAVID L. MCMILLAN, COUNTY SURVEYOR L.S. 8488 COUNTY SURVEYOR'S NOTE: DAVID L. MCMILLAN W No. 8488 c/► Q OF C ALZFO 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 GOVERNMENT CODE. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S). DAVID L. MCMILLAN, COUNTY SURVEYOR L.S. 8488 BASIS OF BEARING: THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (2010.00 EPOCH) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID COORDINATES AND BEARINGS ARE BASED LOCALLY UPON FIELD -OBSERVED TIES TO THE FOLLOWING NATIONAL GEODETIC SURVEY NETWORK, CONTINUALLY OPERATING REFERENCE STATIONS (CORS), OR EQUIVALENT STATIONS: STATION NORTHING EASTING BILL 2154994.96 6313564.16 P474 2074324.58 6526718.86 ALL COORDINATES SHOWN, UNLESS OTHERWISE NOTED, ARE IN TERMS OF THE U.S. SURVEY FOOT. DISTANCES SHOWN HEREON, ARE GROUND DISTANCES. GRID DISTANCES CAN BE OBTAINED BY DIVIDING GROUND DISTANCES BY A COMBINED FACTOR OF 1.0001010307 RIVCO 21-253 SCALE 1 " = 100' IN THE CITY OF MURRIETA, Y �.oa3 -.00z$42s vo SHEET 2 OF 3 SHEETS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. NOTE: 0 I J^ SEE SHEET 1 FOR MONUMENT DESCRIPTIONS AND ESTABLISHMENT 0 3:: Z NOTES, MONUMENT NOTES, AND BASIS OF BEARING. 0 0 Q v R CORD OF SURV Y SEE SHEET 3 FOR BASIS OF BEARINGS TIED TO PROJECT, STATEMENT Lu 00 w " " BEING A SURVEY OF A PORTION OF THE NORTH HALF OF THE NORTHEAST ONE-QUARTER OF SECTION 2, TOWNSHIP 7 SOUTH, RANGE 3 WEST, S.B.M. OF PURPOSE, AND REFERENCE. � SEE DETAIL A � c- THEREON DATE OF SURVEY JULY 2021 JOSEPH D. DEAL, L.S. 9276 MENIFEE ROAD C_r 35�- N 89'42'28" W 2645.34' (2645.40 R & R3) (2645.33 R1 & R2) CLINTON KEITH ROAD N RTH R Y IN F TI N T 7 35 36 _ _ - - _w _ 0 E L L E 0 SEC 0 2, S, R 3 W, SBM. -�� 8 2 2 2 2 � /_\ N� 1330.67' 1387.67'L:/ - - 2 1 1 2 R5 Q � cD R 5 N 00' 17'32" E 72.00' 1257.67' I 1 �� N 89'42'28" W N89'42'28"W 726.53' p � 149.34 166.63' - 2 1 \ p 17 N89'21'39"W 2 / SEE DETAIL "B" 31 2 2 2- SHEET 3 h 0 0� p / 21 N 72'36'18" E 45.22' 3 19 SURVEYOR'S NOTE: 2 IO0 N 89'21'39" W 61.01' N 00'17'32" E 5.00' I AT THE TIME OF OUR SURVEY, NO RECORD o rx N71'41'03"W 46.11' INFORMATION WAS AVAILABLE INDICATING oo IwMONUMENTS HAD PREVIOUSLY BEEN SET AT N H I L=248.89' N 89'21 39 W 98.46 (98.46 R5) ' " PARCEL IN QUESTION POSITIONS. DURING THE r7 ' = R=933.00' COURSE OF SETTING MONUMENTS FOR THIS w A=15'17'03" RECORD OF SURVEY, MONUMENTS WERE _ ' 33, DISCOVERED AND THEIR POSITIONS ARE SHOWN _C14 HEREON to 6' 33� BOUNDARY ESTABLISHMENT /V '26'20,, W QQ _j / 00 0 0 v in 06 O r N ry O 06 M SN' ►. 10' N I WESTERLY LINE OF THE NORTHEAST 1/4 OF SECTION 2, T 7 S, R 3 W, SBM. 50 100 GRAPHIC SCALE NO ADDITIONAL MONUMENTS WERE SET FOR THESE LOCATIONS BY THIS SURVEYOR. 35 COUNTY SURVEYOR'S NOTE: BASED ON MY REVIEW OF THIS SURVEY AND AN ANALYSIS OF THE RECORDS PROVIDED TO MY OFFICE, IT IS MY OPINION THAT THERE MAY BE 34 ALTERNATE LOCATIONS OF THE PROPERTY LINES OF THE SUBJECT PARCEL. ANY USE OF THE INFORMATION CONTAINED ON THIS RECORD OF SURVEY SHOULD BE CAREFULLY CONSIDERED PRIOR TO ITS USE FOR FUTURE SURVEYS. ( IN FEET ) I inch = 100 ft. IN Z 0 .P LA 6 co 0 T•7 to LAND DESCRIBED IN GRANT DEED RECORDED APRIL 7, 2021 AS INSTRUMENT NO. 2021-0218794 OF OFFICIAL RECORDS OF COUNTY OF RIVERSIDE. SgM w S, R 60 38 Z 39 4 Al N 89"18'15" W 710.68' 1 `G N�3 N E 402.37 40 N g1'09'58 N 77.28'16" W 0.24' 41 GRANT DEED RECORDED JUNE 16, 2016 AS INSTRUMENT NO. 2016-0246897 OF OFFICIAL RECORDS OF COUNTY OF RIVERSIDE. 77'28'16" W 0.24' SOUTHERLY LINE OF THE NORTHEAST 1/4 OF SECTION 2, T 7 S, R 3 W, SBM. N T C A L - - - - - - - -N 88'58'30" W 2660.23' (2660.20' R2) w _p � o 0 ILO w Z � f IN w0 L � M N CnZ 1" Z_ D o U) 0 I LL r 010 ZD (/)t 0 p z �0 1 �w w fif zJ �Q 0Lj 1 p � �Q O o rn w NI Cn poo MI p N vi l �0 r- z� �I " oI � � ~I U w NILL_ 0 wlz J �I vw w 3 I� Iw 0 z Q J 0 � Y o a J 01 _:;�: W0 ~ W u 35� 0 DETAIL "A": o N.T.S. 4r �z 2 � chi J � CLINTON KEITH ROAD o v N 89'42'28" W 5 2645.34' (2645.40 R3) (2645.33 R1 & R2) - 57.00' (57.00' R7) - 1330.67 1387.67' - 57.00' w NORTHERLY LINE OF / SECTION 2, T 7 S, R 3 -10(0 W SBM .-. - Cit uj O_ M LOO r �w w� o `� 0 58 oQ^ LL. o ON 4 R6 rw IoN ^ R5 z , R c60 jr z" R5 d ZLO Lri S M � 0 -- 1 cn N 0 EG' 2 < 6 16 FS N O w06 co H Q o DSO 0� 6� w � � � X11 14 "Mw (0 �hh ^ 13 fx�O �Oan; �g1 r H m l 1, I^ w OJ O LO 0; ^ Iwo u; Z pp z M ^ - rlM� RECORD r �w w� (0-0 (17.00' R6) F2 LL. o ON 4 R6 rw IoN ^ R5 �N w cp ui z� �v Oc0 jr z" R5 d _ r- n co J 0-0 " J Z N r d C6 O O Z co ED o L0 I cD g Goo 10z 1� 12 �vwi® ' ►�� 33.00' 50.00' 74.00' L=248.89' R8 I R=933.00' 0=15'17'03" f I LINE BEARING DISTANCE RECORD 1Q N89'43'23"W 17.00' (17.00' R6) F2 N89'43'23"W 24.00'_(24.00' R5 SCALE 1 " = 100' Q J W O Z H0 w 2�I � N 1/4 35 SEC 2 2 N 0 d - o6 po coN u 4 N Co M N IN THE CITY OF MURRIETA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. RECORD OF SURVEY BEING A SURVEY OF A PORTION OF THE NORTH HALF OF THE NORTHEAST ONE-QUARTER OF SECTION 2, TOWNSHIP 7 SOUTH, RANGE 3 WEST, S.B.M. DATE OF SURVEY JULY 2021 JOSEPH D. DEAL, L.S. 9276 SEE SHEET 2 FOR BOUNDARY ESTABLISHMENT GRAPHIC SCALE 0 150 300 600 NORTHERLY LINE OF SECTION 2,T7S, R3W,SBM. N 89.42'28" W 2645.34' (2645.40 R & R3) LAND DESCRIBED IN GRANT DEED RECORDED APRIL 7, 2021 AS INSTRUMENT NO. 2021-0218794 OF OFFICIAL RECORDS OF COUNTY OF RIVERSIDE. CLINTON KEITH ROAD (2645.33 R 1 & R2) GRANT DEED RECORDED JUNE 16, 2016 AS INSTRUMENT NO. 2016-0246897 OF OFFICIAL RECORDS OF COUNTY OF RIVERSIDE. b Z I NE ' I WESTERLY LINE OF THE NORTHEAST 1/4 OF [-*----SECTION 2, T 7 S, R 3 W, SBM. I I 4 SOUTHERLY LINE OF THE NORTHEAST 1/4 OF SECTION 2, T 7 S, R 3 W, SBM. ' 8'30" W 2660.23 — i — — — CENTER N 88.5 (2660.20' R2) SEC 2 35 36 ( IN FEET ) 1 inch = 300 ft. 2 7__ZX4.51. 1200 aoa3^ �o voasq;Ls SHEET 3 OF 3 SHEETS DETAIL "B": N.T.S. N 89'42'28" W llo2 -� 166.63' 2 N 00'17'32" E 5.00' 3 726.53' N89'42'28"W 29 SEE SHEET 2 FOR BOUNDARY ESTABLISHMENT. W I r.; v' I Cs � CN ~I N o (� H N V Io L IZ o ziJ I Z 4j W I o v 3 4 -- EI 14 N\ \ SEC 2 W \ REFERENCE: iTATION P474 6256718.86 R1 INDICATES REFERENCE RECORD U2 . w 8191.08# ( ) INDICATES RECORD DATA. R1 ..... INDICATES RECORD DATA PER PARCEL MAP NO. 17367, PMB 114/44 R2 ..... INDICATES RECORD DATA PER PARCEL MAP NO. 7802, PMB 34/74 R3 ..... INDICATES RECORD DATA PER PARCEL MAP NO. 15203, PMB 80/99-100 ~� RECORD DATA PER PARCEL MAP NO. 25950, PMB 178/12-13 R5 ..... INDICATES STATION BILL \ N DEED INSTRUMENT 2008-0483381, REC. 09/03/2008 R6 ..... INDICATES RECORD DATA PER N 2154994.96 \ 6 R7 ..... INDICATES I DEED INSTRUMENT 2016-0246897, REC. 06/16/2016 E 6313564.16 \ 1613•• RECORD DATA PER EASEMENT INSTRUMENT 57937, REC. 02/16/1993 R9 ..... INDICATES \ \ -22,>9 909 TRACT NO. 37493, MB 475/79-81 R10 ... INDICATES RECORD DATA PER --09 STATEMENT OF PURPOSE: THE PURPOSE OF THIS RECORD OF SURVEY IS TO COMPLY WITH SECTION 8762 N LAND SURVEYOR'S ACT TO DOCUMENT MATERIAL \ FOUND, AS WELL AS ESTABLISH AND MONUMENT THE (o NOTE: 1, DEED RECORDED APRIL 7, 2021 FILED AS INSTRUMENT NO. 2021-0218794 OF OFFICIAL RECORDS, COUNTY OF RIVERSIDE. \ Lq SEE SHEET 1 FOR MONUMENT DESCRIPTIONS AND ESTABLISHMENT V \ V) r- NOTES, MONUMENT NOTES, AND \ BASIS OF BEARING. \\ N SEE SHEET 2 FOR BOUNDARY ESTABLISHMENT. W I r.; v' I Cs � CN ~I N o (� H N V Io L IZ o ziJ I Z 4j W I o v 3 4 -- EI 14 N\ \ SEC 2 W \ REFERENCE: iTATION P474 6256718.86 R1 INDICATES REFERENCE RECORD DATA. ( ) INDICATES RECORD DATA. R1 ..... INDICATES RECORD DATA PER PARCEL MAP NO. 17367, PMB 114/44 R2 ..... INDICATES RECORD DATA PER PARCEL MAP NO. 7802, PMB 34/74 R3 ..... INDICATES RECORD DATA PER PARCEL MAP NO. 15203, PMB 80/99-100 R4 ..... INDICATES RECORD DATA PER PARCEL MAP NO. 25950, PMB 178/12-13 R5 ..... INDICATES RECORD DATA PER DEED INSTRUMENT 2008-0483381, REC. 09/03/2008 R6 ..... INDICATES RECORD DATA PER DEED INSTRUMENT 2011-0426690, REC. 09/27/2011 R7 ..... INDICATES RECORD DATA PER DEED INSTRUMENT 2016-0246897, REC. 06/16/2016 R8 ..... INDICATES RECORD DATA PER EASEMENT INSTRUMENT 57937, REC. 02/16/1993 R9 ..... INDICATES RECORD DATA PER TRACT NO. 37493, MB 475/79-81 R10 ... INDICATES RECORD DATA PER RIVERSIDE COUNTY RIGHT OF WAY MAP 935 -TT STATEMENT OF PURPOSE: THE PURPOSE OF THIS RECORD OF SURVEY IS TO COMPLY WITH SECTION 8762 OF THE PROFESSIONAL LAND SURVEYOR'S ACT TO DOCUMENT MATERIAL DISCREPANCIES FOUND, AS WELL AS ESTABLISH AND MONUMENT THE PROPERTY GRANTED TO WHITEWOOD 29, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY AS DESCRIBED IN GRANT DEED RECORDED APRIL 7, 2021 FILED AS INSTRUMENT NO. 2021-0218794 OF OFFICIAL RECORDS, COUNTY OF RIVERSIDE.