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rs163_039a Q Q� of Z 0 ao E RAMON ROAD 0 Q � o W Q o a > DINAH SHORE DRIVE 0 j 0 o N sffr= CT RIA DR w J J ws VICINITY MAP PURPOSE OF SURVEY IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA mi RECORD Off' s u Ey � A PORTION OF SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 27 TOWNSHIP 4 SOUTH, RANGE 5 EAST, SBM, PER CERTIFICATE OF COMPLIANCE, LOT MERGER NO. 2023-546, RECORDED SEPTEMBER 8, 2023 AS DOCUMENT NO. 2023-00266625, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA cn THE ALTUM GROUP - PALM DESERT SEPTEMBER 2023 CIO 0 THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE PARCEL AS DESCRIBED IN LOT MERGER NO. 2023-546, RECORDED SEPTEMBER 8, 2023 AS INSTRUMENT NO. 2023-0266624 O.R. TO COMPLY WITH THE PROFESSIONAL LAND SURVEYORS ACT SECTION 8762 BASIS OF BEARINGS THE BASIS OF BEARING FOR THIS SURVEY IS THE CENTERLINE OF EAGLE CANYON DRIVE AS SHOWN ON PARCEL MAP N0. 18201, PMB 116/98-99, BEING N00'170'33"E. EASEMENT NOTES 1 INDICATED RECORD DATA PER RIGHT OF WAY DEED RECORDED 4/6/1943, FILED BOOK 573, PAGE 550, O.R. 2 INDICATED RECORD DATA PER GRANT DEED RECORDED SEPTEMBER 5, AS INSTRUMENT NO. 1173431, 1973, O.R. 3 INDICATED RECORD DATA PER GRANT DEED RECORDED DECEMBER 21, 1973. AS INSTRUMENT NO. 164794, O.R. LINE TABLE LINE TABLE BEARING LENGTH # BEARING LENGTH L 1 N00' 12'00 "W 30.00' L5 N89'50' 15 "E 40.00' L2 N89'42'27"W 30.00' L6 N89'50'15'E 10.00' L3 N89"46'00"W 50.00' (L6) N89'49106'E 10.00' L4 N89'46'22"E 30.00' L7 N89'48'00"E 32.82' [(L4), N89'48'38"E 11 30.00' [[0]] N89'36'00"E 32.82' .59' w L7 Ito 40 _ L3 W 50 a � 2 w O J �o o CL N N co W W �; o O N �W .W O i— o Q O o 0 u') 0 W Q � � r r r O K) w ZZ o �' o0 0 o Z o N 1 Z� n r W w 0 0 z L5 L6 O 0 N n_ W oar N M WWI to 0 Z n I ��� r �r 0 ui ZN Qco Z (0 :3 W Z LL. W 0: w -J O o a w o fy_ : W 0 o c15 '0 N p W o �a r 0 b 0 z tK1.,�'g tt h `# •►�A 10' VICTORIA DRIVE N89'48'00"E 332.84' (NB90490'060#E 332.84') [N89*36#E 332.85'] 204.77f �000 w trj N CD N89'48'00"E 237.59' (NB9"49#06*E 237.60') [NS9'p36#E 237.63'] 204.77' (132.83') ((N89*49"06'*E 132.83')) (104.770) ((N89*49tO6wE 104. 77')) J 3to � to 7 V4.ia \ [132.85'] I `—SFNF � � BRA fir. . i 1, S1 c^� �R Q P� POR OF LOT 24 MB 10/94 N89'50'15"E 122.57' (N89*49"06*E 122.691) ((N89*49PO6*E 122.699)) 1 PAR Of � N 8 celwIpps-,99 DO-01 PPR Q 8 116/9 Oil rr-, s,• op p0 O ;W W o LOT 33 0 0 �� CATHEDRAL ESTATES NO. 2 ?j MB 26/85 w to 00 w � o 6Z0#00� Z66 5L. �W ZOZ ZOZ o• l to o ot G � 9� oo o N SFNF G o z SFNF [N89*36E 130.00' ] CON o N 20' OF LOT 32 CATHEDRAL ESTATES NO. 2 MS 26/85 N89'46'22 "E 130.10' (N89*48"38*E 129.99 0) C ((N89@48"38*E 129.99' ACCEPTED AS THE NORTH LINE OF PARCEL 1, PMB 116/98-99 & PARCEL A OF COC LOT MERGER NO. 2013-468 PARCEL A CERTIFICATE OF COMPLIANCE LOT MERGER N0. 2013-468 DOC N0. 2013-025252 REC 05/17/2013 O.R. SW 1/4 NW 1/4 SEC 27, T4S, R5E, SBM L2' r--� wM CON CO W cn a' � 0) .�; W W auj w (� o . ^ r. 00 0 o CO . 'n •-- z L-j (Q 0) z 0) w 0 0 to �W 0) • 0);, r °' Z Q W n z Lu h 0 0 0 Q w o `N �- aW L4 wA 1 r V, 0 n= 0 • t v w a) w N u- � O t! r W Vn toV) (0 � Q r NCO r b Z 30" MB 26/85 MONUMENT NOTES A)Aq , 6) tg?g? 5 ,y 0(4 SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS DAY OF t:!LLO 20SL!t, AT M. IN BOOK 1163. OF RECORDS OF SURVEY, AT PAGE AT THE REQUEST OF THE COUNTY SURVEYOR. NO. 'Qb:14 FEE %!q PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: DEPUTY O NW COR LOT 24, MB 10/94 & N 1 / 16 COR SEC 27 FD GEAR SPIKE W/ WASHER STAMPED IS 7070 , DN 0.2', NO REF, IN LIEU OF COPPERWELD STAMPED IS 6298" PER CR 10-653 U2 INTERSECTION OF VICTORIA DRIVE & EAGLE CANYON DRIVE FD COPPERWELD STAMPED IS 6298", FLUSH, PER CR 07-565 �3 INTERSECTION OF 35TH AVENUE do EAGLE CANYON DRIVE FD COPPERWELD STAMPED IS 6298", FLUSH, PER CR 07-564 O4 W 1/4 COR SEC 27 & SW COR LOT 17, MB 10/94 FO GEAR SPIKE W/ WASHER STAMPED IS 7070 , DN 0.2 , NO REF, IN LIEU OF COPPERWELD STAMPED IS 6298" PER CR 10-653 & NAIL PER RS 133/77 O FD 3/4" IP WITH ILLEGIBLE TAG, DN 0.6', NO REF, IN LIEU OF 3/4" IP STAMPED RCE 8630m PER PM 116/98-99, ACCEPTED AS NE COR PAR 1, PMB 116/98-99. © FD 3/4" IP WITH ILLEGIBLE TAG, DN 1.0', NO REF, IN LIEU OF 3/4" IP STAMPED IS 4152 PER PM 116/98-99, ACCEPTED ANGLE POINT AT N LINE PAR 1, PMB 116/98-99. NW COR PAR 1, PMB 116/98-99 FD 3/4 IP WITH TAG STAMPED RCE 8630" , NO REF, IN LIEU OF 3/4" IP STAMPED IS 4152" PER PM 116/98-99. SURVEYOR'S NOTE • INDICATES FOUND MONUMENT AS NOTED. 0 INDICATES SET 3/4" IP WITH TAG STAMPED "PLS 8722", FLUSH, UNLESS OTHERWISE NOTED. ( ) INDICATES RECORD DATA PER PM 116/98-99. INDICATES RECORD DATA PER MAP OF PLUMLEY &SON SUBDIVISION. MB 10/94. j J INDICATES RECORD DATA PER CATHEDRAL ESTATES, MB 22/94. [ ] INDICATES RECORD DATA PER CATHEDRAL ESTATES N0. 2, MB 26/85. (( )) INDICATES RECORD DATA PER CERTIFICATE OF COMPLIANCE, LOT MERGER N0. 2023-546. RECORDED SEPTEMBER 8, 2023 AS DOCUMENT N0. 2023-00266625, O.R. [[ J] THE SURVEYORS ARE NOT IN POS1110N TO OFFER THE LEGAL OPINION REGARDING THE ENCROACHMENT. THIS STATEMENT WILL NOT BE SHOWN ON ROS. SFNF SEARCHED FOR, NOT FOUND. SURVEYOR'S STATEMENT LAND SUS THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER G�� G �� y GF� MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE � � Sj PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF SAGE v �J y 4A INVESTCO IN FEBRUARY, 2023. NO. $722 TONG JU HSIEH, P.L.S. 8722 DATE OF cp1.�F�\ IF N COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PR FESSIONAL LAND SURVEYORS' ACT THIS DAY \ L�D SG OF PX 14. M � 2024. �p��C'\p �- � 'y�ll9GF,L _--- — No. 8488 I __ G 35TH AVENUE 3 P.L.S.AVI8 $cMILLAN, COUNTY SURVEYOR ��� OF CA��F�\P N89'49 18 E 331.47" (N89048*25*E 331.43)� fN89'936"OOOOE 331.35tj GRAPHIC SCALE lee SCALE 1'=30' 0 10 20 30 60 90 120 RIV CO. 23-0175