Loading...
rs163_086COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT, THIS _DAY OF "SUN E 2024. SAND SURL '33 O DAVID L. MCMILLAN, COUNTY SURVEYOR L.S. 8488 EXP. 12/31/24 EXPIRATION DATE: 12-31-2024 * No. 8488 �P q�F cp CA�\F�� 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 WINGSWEEP CORP. IN SEPTEMBER, 2023 LAND � l Bpr0s o- JEFFREY S. BO STON DATE o P.L.S. 8835 � No. 8835 Z PURPOSE OF SURVEY THE PURPOSE OF THIS SURVEY IS THE ESTABLISHMENT OF PARCEL 2 PER GRANT DEED DOC. NO. 73438 REC. JUNE 14, 1974 O.R. EXEPTING THEREFROM THAT PORTION OF LAND AS DESCRIBED IN INST. NO. 2011-0445421 REC. OCT. 071 2011 O.R. AND TO COMPLY WITH SECTION 8762 (B) (4) AND 8762 (B)(3)OF THE PROFESSIONAL LAND SURVEYORS' ACT.NO MONUMENTS WERE SET ON THIS SURVEY [91MONUMENT NOTES IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA c 01? _�o OF s ul? VE Y THAT PORTION OF THAT CERTAIN PARCEL OF LAND DELINEATED AND DESIGNATED "NOT A PART"ON MAP FILED IN BOOK 1, PAGES 44 THGROUGH 46 INCLUSIVE, OF PARCEL MAPS, RIVERSIDE COUNTY RECORDS, BEING A PORTION OF THE EAST HALF OF SECTION 20, TOWNSHIP 7 SOUTH, RANGE 2 WEST, SAN BERNARDINO BASE AND MERIDIAN. RICK ENGINEERING COMPANY JEFFREY S. BOYDSTON P.L.S. 8835 SEPTEMBER 5. 2023 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 TWO (COMMENCING WITH SECTION 66410) OF TITLE SEVEN OF THE GOVERNMENT CODE. THE PARCEL SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE A BUILDABLE PARCEL. "I ` *\ RECORDER'S STATEMENT R10 � I� J 22.97'M&(R101 DETAIL "A" N.T.S. 2 / 10 THE EAST LINE OF SECTION 20. T. 7 S.. DAVID L. MCMILLAN, COUNTY SURVEYOR 70, I L.S. 8488 S. FIQ� co cr) N; F-11FD 1" I.P. TAGGED "LS 8805", FLUSH, ACCEPTED AS N/W CORNER LOT 16 PER R1. N8526'12`W 331J3' (330' R8J � F2]FD. 2" I.P. TAGGED "LS 8805', FLUSH, ACCEPTED AS N/E CORNER � a ��'-- OF S. 1/2 OF THE N.1/2 SECTION 20. PER R1. [PARCEL � F3-]FD 1" I.P. TAGGED "LS 8805",FLUSH, ACCEPTED AS S/W CORNER 7 D FF E D REC. C\j LOT 16 PER R1 . �� d��lC� �14 9 `ll� lT � �Lq� c\jN � DO. HOO 77 �34�3� O.Q. ��CK [4�SNF, ESTABLISHED ONLINE AND RECORD DISTANCE PER R5. 5Q FD. 2 Of I . P . TAGGED "LS 4454" , FLUSH, ACCEPTED AS S/E CORNER /` � _N89'33117'W 361.78' (362.81' R8) � I 6 PARCEL 1, PER R5, R11 R2 AND R3. � ��'--�- -UD i 4v i„ N(: 'I Y I TNF PARFI 1� � � R. 2 W. SBM. 'v Q 0 ESTA-RANCH ROAD. � w . ........... 7 - - ---------- rn OO a�p`J � � ab LLJ LQ M b N89'26'12'W 598.40' (597.63' R8 & R9) GRANT DEED REC* DEC 179 1974 DOC moo 1592S7 (Done no R6 FD. 1" I.P. OPEN ACCEPTED AS N/E CORNER PARCEL 1 O� ' � PMB 1144 46 N89.28'12'W 5983Y C597.6Y R81 Q� --- PER R5. cVz � ,OV •"�OtVc� aQ � o e o 0� off° !,1 ©� N74`35 471N RAD 77 FD. 1 I . P . TAGGED RCE 21914 , FLUSH, ACCEPTED AS N/W CORNER = cv O �o� a o OO � � 2RANU DL�L�® aCC�. Q o � PARCEL 1 PER R7 . � � � � �� � � �, � �- a o Q � a o Q� �] � 9 �] � �7 4� SEE DETAIL A � ® FD 1 I . P . W/PP ILLEGIBLE FLUSH, ACCEPTED AS N/E CORNER 7 DOCS H O • �7 �341�38 O . H • N78°1Q'S6'WPARCEL 1 PER R45_ RAD F9] FD 1" I.P. W/PP "ILLEGIBLE" FLUSH, ACCEPTED AS N/E CORNER PARCEL 2 PER R4. F10] FD 1"I.P. W/PP "LS 8509", FLUSH, ACCEPTED INTERSECTION S'LY LINE OF PARCEL 2 AND W'LY RIGHT OF WAY CANTRELL ROAD PER R4. F11] FD 1"I.P. W/PP "ILLEGIBLE FLUSH, ACCEPTED AS S/E CORNER PARCEL 2 PER R4. F12] FD 1"I.P. W/PP "ILLEGIBLE", FLUSH, ACCEPTED AS CL INTERSECTION CANTRELL ROAD AND CALLE CHAPOS PER R4. F1_3] FD. 1" I.P. TAGGED "LS 7891", FLUSH, ACCEPTED AS CL BUTTERFIELD STAGE ROAD AND S.E. CORNER SECTION 20 T. 7 S., R. 2 W. PER R1 AND R2. F14] FD. 3" BRASS DISC IN WELL STAMPED "LS 7891" ACCEPTED AS CL INT. BUTTERFIELD STAGE ROAD AND CALLE CHAPOS AND SOUTH LOOP ROAD PER R2. F15] FD. 1" I.P. TAGGED "LS 7891", FLUSH, ACCEPTED AS CL BC BUTTERFIELD STAGE ROAD PER R1. [16 FD. 1" I.P. TAGGED "LS 8805", FLUSH, ACCEPTED AS MOST S'LY CORNER LOT 16 PER R1. Fl-71 FD. 1" I.P. TAGGED "LS 8805", FLUSH, ACCEPTED AS CORNER LOT 16 PER R1. F1_8] FD 3" BRASS CAP W/PUNCH IN WELL STAMPED "LS 7891", ACCEPTED AS CL INTERSECTION PER R1 AND R2. Lu 0 � 57526 N89'21'23'W 59823' (597b3' R6 & R8) zr) PARCEL MAP 77gJ�3 33' \ PMB 26 / fl 7 -0 a � Q �— THE N'LY LINE OF D R6 ANDCELR7� a ItR/W PER INST. N0. 118528 SNF� J REC. AUG. 11, 1976 O.R. PAR* 9 cc� b 0pQ6 pQaCCF,d MAP 378 �6 �9hi� z� Qp�,`�/�'a PMB 2g �/ g4-fig wF, �\L Q� �c�a Quo 111111*0AITED SNF c � THE EAST LINE OF -- SECTION 20, T. R. 2 W. SBM. R/W PER INST. N0. 119016 REC. DEC. 5, 1968 O.R. P A R,0 2 INDICATES BOUNDARY LINE. 10 INDICATES EXISTING LOT LINE. INDICATES FOUND MONUMENT AS NOTED. INDICATES SEARCH NOTHING FOUND. INDICATES RECORD DATA. 7 M N8925'36W 597.38' M & (R4) (N89'26'05'W 597.41' R7) CALLE CHAPOS F— — — — — — — — — — — — — — — — F aoay-618 ��I SHEET 1 OF 1 SHEET � FILED THIS 411 DF--ffUnte r 20rat/ , AT A, MOO M, I N BOOK 163 OF RECORDS OF SURVEY, AT PA ES Ja Le AT THE -REQUEST OF THE COUNTY SURVEYOR. No. FEE: PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER. BY: q I ,DEPUTY NAME DIRECTION LENGTH ---- L1 ---------------- N 0031 ' 46" E --------- 1 14.09' (114.83' 138) L2 N 0033'48" E 114.93' (114.83' 138) L3 N 0031'46" E 314.23' (N 0031 ' 56to E 314. 24' CALC 134) L4 N 0031'46" E 99.99' (100.00' R4) (N 0031'56" E 100.00' R4) L5 N 0031'46" E 266.97' (N 0031'56" E 267.00' R4) L6 N 0031'46" E 777.22' 81 (777.31' R4) (777.308 R5) L7 N 0033'48" E 1125.00' (N 0033'47" E 1125.02' R3) L8 N 0033'48" E 485.00` (N 0034'04" E 484.98' R2) L9 N 0033'48" E 1610.00, (N 0033'53#1 E 1610.00' R2) L10 N 0031'46" E 38.77' (CALC 37.72' R8,R9) L11 N 0033'49" E 15.78' (N 0033'55" E 15.78' R10) CURVE TABLE NAME DELTA RADIUS ARC ---- --------- C1 3035 ------- `09" 1626.01 ' ------ 101 . 76' (3 ° 35 ' 00" 1626.01 ' 101 . 69 ' R 10 ) BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF SECTION 20, TOWNSHIP 7 SOUTH, RANGE 2 WEST, AS SHOWN ON TRACT MAP N0. 37928 RECORDED IN BOOK 492, PAGES 34-41, INCLUSIVE OF MAPS RECORDS OF RIVERSIDE COUNTY. mJ BEING N 00033'48"E REFERENCES Ali 2v � R 1 INDICATES RECORD DATA PER TRACT MAP `— 16 a 4 Ill � � � 7 _ N0. 3 928 MB 492/34 41. /a � R2 INDICATES RECORD DATA PER RO S O O � RSB 143/82 89 . �� ZZ R3 INDICATES RECORD DATA PER TRACT NO. 29353-2 MB 342/73-85. Now 00 R4 INDICATES RECORD DATA PER PARCEL •"� •� MAP 37615 PMB 251 /24 - 25 . Q a R5 INDICATES RECORD DATA PER PARCEL MAP 7593 PMB 26/97-98. R6 INDICATES RECORD DATA PER PARCEL MAP PMB 1/44 46. R7 INDICATES RECORD DATA PER PARCEL I MAP 8535 PMB 67/45. R8 INDICATES RECORD DATA PER GRANT I DEED REC. JUN. 149 1974 AS INST. NO. 73438 O.R. R9 INDICATES RECORD DATA PER GRANT DEED REC. DEC. 17, 1974 AS INST. NO. 159267 O.R. R10 INDICATES RECORD DATA PER OFFER OF DEDICATION FOR ROAD PURPOSES RECORDED OCTOBER 7, 2011 AS INST. NO. 201 1 0445421 SCA-LE: 1"= 100'1 5 a 9 1 . I m ' 100 0 100 200 RIV CO 24-0018