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rs153_040IN THE CITY OF CORONA., COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A SURVEY OF A PORTION OF LOT 1 OF TRACT NO. 22187 RECORDED IN BOOK 212, PAGE(S) 10 -13, OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, SAID POTION BEING WITHIN SECTION 27, TOWNSHIP 3 SOUTH, RANGE 7 WEST, S.B.B.& M. JEFFERY L. MAYS, LS 6379 DATE OF SURVEY: AUGUST 2019 JN: 18442 SURVEYOR'S STATEMENT: JRN CIVIL ENGINEERS 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 BRYAN, CAVE, LEIGHTON, PAISNER, LLP IN AUGUST 2019. l o/;y�j9 JEFFERY L. MAYS DATED: ND' 6379 L.S. N0. 6379 OF MONUMENT -AND ESTABLISHMENT NOTES: 1 /N!O�HELD 900 0 PER(Ri) �J `t Qo • 4,k. rot 0 .001, L4T 2 LLA O2mY34 IOC.# 03.584434 (D- FD. 1" IP, ILLEG., FLUSH, NO REF., ACCEPTED AS N'LY CORNER LOT 1, TRACT 22187, MB 212/10-13, HELD 900 PER SAID TRACT (fFEST BY PROPORTION PER TRACT NO. M.B. FORo LOOT I S, 212/10-13 TRACT NO. 22187 EST PARALLEL WITH NW'LY LINE LOT 1 PER TRACT N° B ° 212/10-13 3 ' ,____ ...._=- -=- N 8 3.42'27' E R1 +$t R2) 8 C15 ---- .-- t 1" �N _...-�.---'� 1 77 33 5 _....- � co \ DISTANCE 22187, MB 212/10-13 N 47049127" W N 4 SEARCHED, FOUND NOTHING, EST AT RECORD 131.58 L2 N 42'10 33 E DISTANCE FROM EC (127.87') PER TRACT 42'1010 E R2 38.00 L3 N 22187-11 MB 212/6-9 W �v 47"49"50" E R2 5 SEARCHED, FOUND NOTHING, EST BC OF N oI� /o E S 42'101 O W R2 CURVE AT RECORD DISTANCE (149.93I) PER L5 •,�o 47049127 W S TRACT 22187-1, MB 212/6-9 E R2 o`ti/ �otK L6 N g FD. BRASS DISK IN WELL, LS 5749", DOWN 1.2 S E R2 129.45 124.55 R2 L7 PER CR 06-0512 / W N D FD. BRASS DISK IN WELL "LS 5749", DOWN 1.0' 107.27 107.05 R1 & R2 ��,�• N 61-57"33" 8 PER CR 06-0509 FD. 1" IP, ILLEG., FLUSH, ACCEPTED AS fi2'08 52 13 PORa LOT I R1 49.50 CENTERLINE CUL-DE-SAC PER TRACT 22187, 73.39 R1 TRACT NO. 221077 JK g MB 212/10-13 FD. MAG & WASHER, FLUSH, LS 5411 PER CR 0 .---°�° o o G' r --P 10 06-0511 FD. N&T LS 3807 PER CR 06-0511 ACCEPTED °3 w � as o��o�o, j C e, 31.55 ti � o. �\ ►. C13 AND HELD ASA PROD TO THE WESTERLY LINE _ ` 90'9pxlaxs, 88.00 27.47 •HIT OF TRACT NO. 22187s M.B. 212/10-13, 90'00 21 ~'' �M I � LOT I q�`� � � �r'J 36.13 S 06'017'33" E 11.94'. C15 �, � �a 02-034 � (D FD. MAG & WASHER FLUSH LS 5411 PER CR o N 33'52 40 R1) 06-0507, ACCEPTED AS BC OF RAILROAD STREET 328.75 1 G 12 SEARCHED, FOUND NOTHING, EST BY PROPORTION PER TRACT NO. 221871 M.B. 6 t __�-- .� - �-� 333 •04' \ v� 3 if 0 0��900,3 Oje I em WA L 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 GOVERNMENT CODE). THE PARCEL SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE A BUILDABLE PARCEL. DAVID L. McMILLAN, COUNTY SURVEYOR P.L.S. 8488 ----�2 SHEET 1 OF 1 SFILED THIS � DAY OFD�61�[4( 2019, AT IN BOOK /�RECORDS OF SURVEY, AT PAGE , AT THE REQUEST OF THE COUNTY SURVEYOR. No.2o - D q l003 FEE .O PET ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY. p k.DaEoPUTY 7 \ COUNTY SURVEYOR'S STATEMENT: THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH \ SECTION 876 OF THE PROFNo SIONAL LAND SURVEYORS' ACT THIS DAY OF V , 2019. \ \ DAVID L. MCMILLAN, COUNTY SURVEYOR 110. \ P.L.S. 8488, EXP. 12-31-20 1341-0 \ \ \ PURPOSE OF SURVEY. \ THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE 80' 0' 80' 160' (96-\ BOUNDARY OF THE PROPERTY DESCRIBED WITHIN THE v:r•r:: ....:; .�:: r:::::.Y..�.:.:�..:: .... •r:. �::r:::.ti•.L•::..'.•::. GRANT DEED RECORDED APRIL 14, 2010 AS DOS'# }:x}xx r.:•: r:. r: r •: x: vr.v •: •:.: ;:. 5::: r. }: xx:.ti•x: x: r:.: � ::. j } fr'•}'r'r'.r ..r{ �ti:'v:% r �r:ti :� f rrr ti }.vjr �'tiv'r`ti :•{ �{:;'r :� '.{ :� i'r}'tiv: �,�11\ r"_ r:r}} :r} ::'r. i'r.•::..vrrx:. wv}::.tir }:::: }:.ti•: r::::. �.v::. ` 2010-01716189 AND TO COMPLY WITH SECTION 8762(b)(4) S A ���c L ®80'OF�p THE PROFESSIONAL LAND SURVEYORS ACT. 1 LOOT I �.� TRACT NO, 20580 Q LOT 2 ` N3, ° 271-32 �.o 7RAC 7 NO. 221877 cy \ o o N°Q° 212/1 � 13 LOT 3 \ � TRACT NO. a 221 7l \ \ N ° o ° \ %\ LINE DATA: N Q81? 53 `......- RADI AL \ 76'44' 23 ECR1 as 76.28' 55 -_- /~" -' RADIAL l LINE BEARING 212/10-13 SEARCHED FOUND NOTHING ESTABLISHED ,____ ...._=- -=- N 8 3.42'27' E R1 +$t R2) 8 C15 ---- .-- t 1" �N _...-�.---'� 1 77 33 5 _....- � co \ DISTANCE L1 N 47049127" W N 47049150" E R2) 131.58 L2 N 42'10 33 E N 42'1010 E R2 38.00 L3 N 47'49 27 W S 47"49"50" E R2 140.00 L4 N 42010`33 E S 42'101 O W R2 38.00 L5 N 47049127 W S 47'49 50 E R2 33.65 L6 N 4405917 W S 44'59 40 E R2 129.45 124.55 R2 L7 N 20'40 22 W N 20'41 53 W R1 & R2 107.27 107.05 R1 & R2 L8 N 61-57"33" W N fi2'08 52 W R1 & R2 166.1 6. 66.01 R1 & R2 13 212/10-13 SEARCHED FOUND NOTHING ESTABLISHED ,____ ...._=- -=- N 8 3.42'27' E R1 +$t R2) 8 C15 ---- .-- t 1" �N _...-�.---'� 1 77 33 5 _....- � co \ p( G R2 49.50 BY INTERSECTION OF RECORD ANGLES PER (R1) (t4 83'420 6" E N ,_ - RADIAL N ... C6 \ \ to C co rj .> 14 SEARCHED, FOUND NOTHING, EST BY RECORDED PROPORTION PER LLA 02-034,� ' 12 � �v► 8 N 11 3512 E , C� 5a. oa \ \ 384.01 R1) R1) C384.0 C4,34.53e 600.00 169.36 -� � ", N 2411 00 W o o cn 22'03 36 CESSNA CIRCLE AS SHOWN ON TRACT NO. 22187 600.00 AUGUST 1, 2003 AS DOCUMENT NO. . 50.00 -n � ' -.s � \ LOOT 4� 15 03-584434. FD. S&W LS 5411 PER CR 06-0510 ,-. �' ..� m M 0 cn �'' -Q' � � � I 00 0 LOOT 5 �► I I \ 7l TRACT NO, 22197 \ R1 556.00 42.26 42.231 R1 - Z ��', ©� > a TRACT Lr�U �� LI V � ° L= ... � ti lJ L( o - � ° � ° � IJ � IJ � IJ R1 CURVE DATA. I Q LCA LE U �, L07 6 o o 1r�aOr �o° ��� no M.H. 212/10-13 -\��, CURVE DELTA ANGLE .„ 27.5' 27.5 y ••.,, ... r.,I � %©� M �% �j o �% o °oa212/10-13 - ` M.B. 212/10-13 Wim. %W I I � s C. p( G R2 49.50 27.94 co cn � .-% w co ...I ,� cn C6 \ l 1 161.98 222.03' C162•Q3' R1CD �90•C222-009 CURVE DELTA ANGLE .„ 27.5' 27.5 y ••.,, ... RADIUS ARC LENGTH C1 32'20 31 32'26 53 R2 49.50 27.94 28.03 R2 C2 38'13 58 l 1 161.98 222.03' C162•Q3' R1CD �90•C222-009 to C co rj .> 600.00 400.37 R1i 10 �� 434.52REET3' C3 16'10 21 �O BASIS OF BEARINGS: C-, 384.01 R1) R1) C384.0 C4,34.53e 600.00 169.36 BEARING OF N 06017'54" W BEING THE CENTERLINE C4 22'03 36 CESSNA CIRCLE AS SHOWN ON TRACT NO. 22187 600.00 231.01 C5 38'13 58 556.00 371.01 C6 4'21 18 4.20 58 R1 556.00 42.26 42.231 R1 C7 89'59 39 90.00 00 R1 23.00 36.13 C8 17"53"06" 88.00 27.47 C9 25'0617 24050149 R1 49.50 21.69 21.47 R1 C10 84'4148 84'5716 R1 49.50 73.17 73.39 R1 C11 37"06927" 37'0012 R2 49.50 32.06 31.97 R2 C12 36'3109 49.50 31.55 C13 17'53 06 88.00 27.47 •HIT C14 90'00 21 (90"00'00" R1 23.00 36.13 C15 215'4612 49.50 186.41 C16 33'52 40 (33"52"09" R1) 556.00 328.75 rn .► :. .„ 27.5' 27.5 y ••.,, ... , 33 8,94 I I l c 339.0' RI) G2 ,�. �R L • 0 • I548.25, op •.� 1 201.31 C209,14' R1) N C R1) 11 C3 '7Ca 6 l 1 161.98 222.03' C162•Q3' R1CD �90•C222-009 to C co rj .> C548.34, - Q 1741'22 R1i 10 �� 434.52REET3' � � ._ 5 98.74' �O BASIS OF BEARINGS: C-, 384.01 R1) R1) C384.0 C4,34.53e ._.--STTHE ILROAD R/4OF BEARING OF N 06017'54" W BEING THE CENTERLINE oM .68 234 CESSNA CIRCLE AS SHOWN ON TRACT NO. 22187 CL aww--mIIIII`f U rILtU IN tSUVIt LCL, YHCitJ "IU I V "13 VI' MHYJ, I:VUN 1 Y 707.96 0 j99.84' OF RIVERSIDE, STATE OF CALIFORNIA WAS USED AS HELICOPTER 9 THE BASIS OF BEARINGS FOR THIS SURVEY. 11 83'42'06" E RI)�i%R�:�N 83'42 27 E (t4 4 J REFERENCES: (R1) - TRACT NO. 22187 M.B. 212/10-13 (R2) - LLA 02-034 DOC# 2003-584434 RIV CO 19108